Authors,Author(s) ID,Title,Year,Source title,Volume,Issue,Art. No.,Page start,Page end,Page count,Cited by,DOI,Link,Affiliations,Authors with affiliations,Abstract,Author Keywords,Index Keywords,Molecular Sequence Numbers,Chemicals/CAS,Tradenames,Manufacturers,Funding Details,Funding Text 1,Funding Text 2,Funding Text 3,Funding Text 4,Funding Text 5,Funding Text 6,Funding Text 7,Funding Text 8,Funding Text 9,Funding Text 10,References,Correspondence Address,Editors,Sponsors,Publisher,Conference name,Conference date,Conference location,Conference code,ISSN,ISBN,CODEN,PubMed ID,Language of Original Document,Abbreviated Source Title,Document Type,Publication Stage,Open Access,Source,EID
"Ubertini F., Comanducci G., Cavalagli N., Laura Pisello A., Luigi Materazzi A., Cotana F.","55891659200;56479094800;24075415000;54896291600;6602673673;56231867900;","Environmental effects on natural frequencies of the San Pietro bell tower in Perugia, Italy, and their removal for structural performance assessment",2017,"Mechanical Systems and Signal Processing","82",,,"307","322",,135,"10.1016/j.ymssp.2016.05.025","https://www.scopus.com/inward/record.uri?eid=2-s2.0-84970015465&doi=10.1016%2fj.ymssp.2016.05.025&partnerID=40&md5=d219f7694bb0b745cc1e26c7c55d5ec1","Department of Civil and Environmental Engineering, University of Perugia, Via G. Duranti 93, Perugia, 06125, Italy; CIRIAF Interuniversity Research Center on Pollution and Environment “M. Felli”, University of Perugia, Via G. Duranti, Perugia, 06125, Italy; Department of Engineering, University of Perugia, Via G. Duranti 1/A4, Perugia, 06125, Italy","Ubertini, F., Department of Civil and Environmental Engineering, University of Perugia, Via G. Duranti 93, Perugia, 06125, Italy; Comanducci, G., Department of Civil and Environmental Engineering, University of Perugia, Via G. Duranti 93, Perugia, 06125, Italy; Cavalagli, N., Department of Civil and Environmental Engineering, University of Perugia, Via G. Duranti 93, Perugia, 06125, Italy; Laura Pisello, A., CIRIAF Interuniversity Research Center on Pollution and Environment “M. Felli”, University of Perugia, Via G. Duranti, Perugia, 06125, Italy, Department of Engineering, University of Perugia, Via G. Duranti 1/A4, Perugia, 06125, Italy; Luigi Materazzi, A., Department of Civil and Environmental Engineering, University of Perugia, Via G. Duranti 93, Perugia, 06125, Italy; Cotana, F., CIRIAF Interuniversity Research Center on Pollution and Environment “M. Felli”, University of Perugia, Via G. Duranti, Perugia, 06125, Italy","Continuously identified natural frequencies of vibration can provide unique information for low-cost automated condition assessment of civil constructions and infrastructures. However, the effects of changes in environmental parameters, such as temperature and humidity, need to be effectively investigated and accurately removed from identified frequency data for an effective performance assessment. This task is particularly challenging in the case of historical constructions that are typically massive and heterogeneous masonry structures characterized by complex variations of materials' properties with varying environmental parameters and by a differential heat conduction process where thermal capacity plays a major role. While there is abundance of documented monitoring data highlighting correlations between environmental parameters and natural frequencies in the case of new structures, such as long-span bridges, similar studies for historical constructions are still missing, with only a few literature works occasionally reporting increments in natural frequencies with increasing temperature of construction materials due to the closure of internal micro-cracks in the mortar layers caused by thermal expansion. In order to gain some knowledge on the effects of changes in temperature and humidity on the natural frequencies of slender masonry buildings, the paper focuses on the case study of an Italian monumental bell tower that has been monitored by the authors for more than nine months. Correlations between natural frequencies and environmental parameters are investigated in detail and the predictive capabilities of linear statistical regressive models based on the use of several environmental continuous monitoring sensors are assessed. At the end, three basic mechanisms governing environmentally-induced changes in the dynamic behavior of the tower are identified and essential information is achieved on the optimal location and minimum number of environmental sensors that are necessary in a structural health monitoring perspective. © 2016 Elsevier Ltd","Continuous hygro-thermal monitoring; Cultural heritage preservation; Environmental effects; Historical constructions; Operational modal analysis; Structural health monitoring; Weather conditions","Bells; Bridges; Building materials; Environmental impact; Heat conduction; Historic preservation; Masonry materials; Modal analysis; Natural frequencies; Structural analysis; Towers; Cultural heritage preservation; Environmental parameter; Historical construction; Increasing temperatures; Operational modal analysis; Predictive capabilities; Temperature and humidities; Thermal monitoring; Structural health monitoring",,,,,"2014.0223.021, 2014.0266.021; Fondazione Cassa di Risparmio di Perugia","The Authors gratefully acknowledge the financial support of the Cassa di Risparmio di Perugia Foundation that funded this study through the project “Structural Monitoring for the protection of the Cultural Heritage: the bell tower of the Basilica of San Pietro in Perugia and the dome of the Basilica of Santa Maria degli Angeli in Assisi” (Project Code 2014.0266.021). The environmental monitoring activities are carried out thanks to the support of the same Cassa di Risparmio di Perugia Foundation that supported the project entitled “UMBRA ARTIS: Energy technologies for monitoring and protecting artworks in subterranean environment” (Project Code 2014.0223.021).",,,,,,,,,,"Deraemaeker, A., Reynders, E., (2008), 22, pp. 34-56. , G. De Roeck, J. Kullaa, Vibration-based structural health monitoring using output-only measurements under changing environment, Mech. Syst. Signal Process; Alvandi, A., Cremona, C., Assessment of vibration-based damage identification techniques (2006) J. Sound Vib., 292, pp. 179-202; Materazzi, A.L., Ubertini, F., Eigenproperties of suspension bridges with damage (2011) J. Sound Vib., 330, pp. 6420-6434; Farrar, C., Worden, K., An introduction to structural health monitoring (2007) Philos. Trans. R. Soc., 365, pp. 303-315; Ko, J., Ni, Y., Technology developments in structural health monitoring of large-scale bridges (2005) Eng. Struct., 27, pp. 1715-1725; Ramos, L., Marques, L., Lourenco, P., De Roeck, G., Campos-Costa, A., Roque, J., Monitoring historical masonry structures with operational modal analysis: two case studies (2010) Mech. Syst. Signal Process., 24, pp. 1291-1305; Saisi, A., Gentile, C., Guidobaldi, M., Post-earthquake continuous dynamic monitoring of the Gabbia Tower in Mantua, Italy (2015) Constr. Build. Mater., 81, pp. 101-112; Calcada, R., Cunha, A., Delgado, R., (2002), 7, pp. 214-222. , Dynamic analysis of metallic arch railway bridge, J. Bridge Eng; Spyrakos, C., Raftoyiannis, I., Ermopoulos, J., Condition assessment and retrofit of a historic steel-truss railway bridge (2004) J. Constr. Steel Res., 60, pp. 1213-1225; Brencich, A., Sabia, D., Experimental identification of a multi-span masonry bridge: the Tanaro Bridge (2008) Constr. Build. Mater., 22, pp. 2087-2099; Jaishi, B., Ren, W., Zong, Z., Maskey, P., Dynamic and seismic performance of old multi-tiered temples in Nepal (2003) Eng. Struct., 25, pp. 1829-1839; Casarin, F., Modena, C., Seismic assessment of complex historical buildings: application to Reggio Emilia Cathedral, Italy (2008) Int. J. Archit. Herit., 2, pp. 304-327; Pau, A., Vestroni, F., Vibration analysis and dynamic characterization of the Colosseum (2008) Struct. Control Health Monit., 15, pp. 1105-1121; Aras, F., Krstevska, L., Altay, G., Tashkov, L., Experimental and numerical modal analyses of a historical masonry palace (2011) Constr. Build. Mater., 25, pp. 81-91; Bennati, S., Nardini, L., Salvatore, W., Dynamic behavior of a medieval masonry bell tower. II: measurement and modelling of the tower motion (2005) J. Struct. Eng., 131, pp. 1656-1664; Ivorra, S., Pallars, F.J., Dynamic investigations on a masonry bell tower (2006) Eng. Struct., 28, pp. 660-667; Gentile, C., Saisi, A., Ambient vibration testing of historic masonry towers for structural identification and damage assessment (2007) Constr. Build. Mater., 21, pp. 1311-1321; Pea, F., Lourenco, P.B., Mendes, N., Oliveira, D.V., Numerical models for the seismic assessment of an old masonry tower (2010) Eng. Struct., 32, pp. 1466-1478; Oliveira, C.S., Cakti, E., Stengel, D., Branco, M., Minaret behavior under earthquake loading: the case of historical Istanbul (2012) Earthq. Eng. Struct. Dyn., 41, pp. 19-39; Foti, D., Diaferio, M., Giannoccaro, N., Mongelli, M., Ambient vibration testing, dynamic identification and model updating of a historic tower (2012) NDT & E Int., 47, pp. 88-95; Gentile, C., Saisi, A., Cabboi, A., Structural identification of a masonry tower based on operational modal analysis (2015) Int. J. Archit. Herit., 9, pp. 98-110; Magalhes, F., Cunha, A., Caetano, E., Vibration based structural health monitoring of an arch bridge: from automated OMA to damage detection (2012) Mech. Syst. Signal Process., 28, pp. 212-228; Magalhães, F., Cunha, A., Caetano, E., Online automatic identification of the modal parameters of a long span arch bridge (2009) Mech. Syst. Signal Process., 23, pp. 316-329; Rainieri, C., Fabbrocino, G., Automated output-only dynamic identification of civil engineering structures (2010) Mech. Syst. Signal Process., 24, pp. 678-695; Ubertini, F., Gentile, C., Materazzi, A., Automated modal identification in operational conditions and its application to bridges (2013) Eng. Struct., 46, pp. 264-278; Hui, L., Li, S., Ou, J., Li, H., Modal identification of bridges under varying environmental conditions: temperature and wind effects (2010) Struct. Control Health Monit., 17, pp. 495-512; Worden, K., Sohn, H., Farrar, C., Novelty detection in a changing environment: regression and interpolation approaches (2002) J. Sound Vib., 258, pp. 741-761; Yan, A., Kerschen, G., De Boe, P., Golinval, J., Structural damage diagnosis under varying environmental conditions part i: a linear analysis (2005) Mech. Syst. Signal Process., 19, pp. 847-864; Yan, A., Kerschen, G., De Boe, P., Golinval, J., Structural damage diagnosis under varying environmental conditions part ii: local PCA for non-linear cases (2005) Mech. Syst. Signal Process., 19, pp. 865-880; Bellino, A., Fasana, A., Garibaldi, L., Marchesiello, S., PCA-based detection of damage in time-varying systems (2010) Mech. Syst. Signal Process., 24, pp. 2250-2260; Mosavi, A., Dickey, D., Seracino, R., Rizkalla, S., Identifying damage locations under ambient vibrations utilizing vector autoregressive models and Mahalanobis distances (2012) Mech. Syst. Signal Process., 26, pp. 254-267; Comanducci, G., Ubertini, F., Materazzi, A., Structural health monitoring of suspension bridges with features affected by changing wind speed (2015) J. Wind Eng. Ind. Aerodyn., 141, pp. 12-26; Vetturini, R., (2014), http://divisare.com/projects/247982-riccardo-vetturini-campanile-del-complesso-monumentale-di-s-pietro-in-perugia, Campanile del Complesso Monumentale di San Pietro in Perugia (in Italian), Document available online at; (2012), I. The MathWorks, MATLAB R2012a, Natick, Massachusetts, United States; Pisello, A.L., Piselli, C., Cotana, F., Thermal-physics and energy performance of an innovative green roof system: the cool-green roof (2015) Sol. Energy, 116, pp. 337-356; Pisello, A.L., Petrozzi, A., Castaldo, V.L., Cotana, F., On an innovative integrated technique for energy refurbishment of historical buildings: thermal-energy, economic and environmental analysis of a case study (2015) Appl. Energy, 162, pp. 1313-1322; Pisello, A.L., Pignatta, G., Castaldo, V.L., Cotana, F., The impact of local microclimate boundary conditions on building energy performance (2015) Sustainability, 7, pp. 9207-9230; Cantieni, R., Experimental methods used in system identification of civil engineering structures (2005) International Operational Modal Analysis Conference (IOMAC 05); Overschee, V., Moor, D., Subspace Identification for Linear Systems: Theory – Implementation – Applications (1996), Kluwer Academic Publishers Dordrecht, the Netherlands","Ubertini, F.; Department of Civil and Environmental Engineering, Via G. Duranti 93, Italy; email: filippo.ubertini@unipg.it",,,"Academic Press",,,,,08883270,,MSSPE,,"English","Mech Syst Signal Process",Article,"Final","",Scopus,2-s2.0-84970015465
"Pepe M., Costantino D., Garofalo A.R.","56465493000;36650325800;57215579738;","An efficient pipeline to obtain 3D model for HBIM and structural analysis purposes from 3D point clouds",2020,"Applied Sciences (Switzerland)","10","4","1235","","",,59,"10.3390/app10041235","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85081260146&doi=10.3390%2fapp10041235&partnerID=40&md5=401d6e38f6117459664c100a6a6431d1","Polytechnic of Bari, via E. Orabona 4, Bari, 70125, Italy; AESEI Spin-off-Polytechnic of Bari, via S. Eligio 1/L, Martina Franca (Taranto), 74015, Italy","Pepe, M., Polytechnic of Bari, via E. Orabona 4, Bari, 70125, Italy; Costantino, D., Polytechnic of Bari, via E. Orabona 4, Bari, 70125, Italy; Garofalo, A.R., AESEI Spin-off-Polytechnic of Bari, via S. Eligio 1/L, Martina Franca (Taranto), 74015, Italy","The aim of this work is to identify an efficient pipeline in order to build HBIM (heritage building information modelling) and create digital models to be used in structural analysis. To build accurate 3D models it is first necessary to perform a geomatics survey. This means performing a survey with active or passive sensors and, subsequently, accomplishing adequate post-processing of the data. In this way, it is possible to obtain a 3D point cloud of the structure under investigation. The next step, known as ""scan-to-BIM (building information modelling)"", has led to the creation of an appropriate methodology that involved the use of Rhinoceros software and a few tools developed within this environment. Once the 3D model is obtained, the last step is the implementation of the structure in FEM (finite element method) and/or in HBIM software. In this paper, two case studies involving structures belonging to the cultural heritage (CH) environment are analysed: a historical church and a masonry bridge. In particular, for both case studies, the different phases were described involving the construction of the point cloud and, subsequently, the construction of a 3D model. This model is suitable both for structural analysis and for the parameterization of rheological and geometric information of each single element of the structure. © 2020 by the authors.","FEM; HBIM; Point cloud; Rhinoceros; Scan-to-BIM",,,,,,"407-27/02/2018 AIM","This research was conducted with funds from the DICATECh of the Polytechnic of Bari (Italy). We want to thanks the reviewers for their careful reading of the manuscript and their constructive remarks. This research was carried out in the project: PON ""Ricerca e Innovazione"" 2014-2020 A. I.2 ""Mobilità dei Ricercatori"" D.M. n. 407-27/02/2018 AIM ""Attraction and International Mobility"" (AIM1895471-Line 1).",,,,,,,,,,"Costantino, D., Carrieri, M., Restuccia Garofalo, A., Angelini, M.G., Baiocchi, V., Bogdan, A.M., Integrated survey for tensional analysis of the vault of the church of San Nicola in Montedoro (2019) Intern. Arch. Photogramm. Remote Sens. Spat. Inf. Sci, 4211, pp. 455-460. , [CrossRef]; Artese, S., Achilli, V., Zinno, R., Monitoring of bridges by a laser pointer: Dynamic measurement of support rotations and elastic line displacements: Methodology and first test (2018) Sensors, 18, p. 338. , [CrossRef] [PubMed]; Kersten, T., Lindstaedt, M., Maziull, L., Schreyer, K., Tschirschwitz, F., Holm, K., 3D recording, modelling and visualisation of the fortification kristiansten in Trondheim (Norway) by photogrammetric methods and terrestrial laser scanning in the framework of Erasmus programmes (2015) Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci, pp. 225-230. , [CrossRef]; Kadobayashi, R., Kochi, N., Otani, H., Furukawa, R., Comparison and evaluation of laser scanning and photogrammetry and their combined use for digital recording of cultural heritage (2004) Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci, 35, pp. 401-406; Bassier, M., Hardy, G., Bejarano-Urrego, L., Drougkas, A., Verstrynge, E., van Balen, K., Vergauwen, M., Semi-automated Creation of Accurate FE Meshes of Heritage Masonry Walls from Point Cloud Data (2019) In Structural Analysis of Historical Constructions;, pp. 305-314. , Springer: Cham Germany; Murphy, M., McGovern, E., Pavia, S., Historic building information modelling (HBIM) (2009) Struct. Surv, 27, pp. 311-327. , [CrossRef]; López, F.J., Lerones, P.M., Llamas, J., Gómez-García-Bermejo, J., Zalama, E., A review of heritage building information modeling (H-BIM) (2018) Multimodal Technol. Interact, 2, p. 21. , [CrossRef]; Fregonese, L., Achille, C., Adami, A., Fassi, F., Spezzoni, A., Taffurelli, L., BIM: An integrated model for planned and preventive maintenance of architectural heritage (2015) 2015 Digit. Herit, 2, pp. 77-80; Barazzetti, L., Banfi, F., Brumana, R., Previtali, M., Creation of parametric BIM objects from point clouds using NURBS (2015) Photogramm. Rec, 30, pp. 339-362. , [CrossRef]; Eigenraam, P., Borgart, A., Reverse engineering of free form shell structures; From point cloud to finite element model (2016) Heron, 61, p. 193; Furno, F.L., Pietrucci, F., Tommasi, C., Mandelli, A., Un modello informativo parametrico per il Duomo diMilano-Test e sperimentazioni (2017) Archeomatica, 7, pp. 22-25; León-Robles, C.A., Reinoso-Gordo, J.F., González-Quiñones, J.J., Heritage building information modeling (H-BIM) applied to a stone bridge (2019) ISPRS Intern. J. Geo-Inf, 8, p. 121; Bassier, M., Vergauwen, M., Clustering of Wall Geometry from Unstructured Point Clouds Using ConditionalRandom Fields (2019) Remote Sens, 11, p. 1586. , [CrossRef]; Mineo, C., Pierce, S.G., Nicholson, P.I., Cooper, I., Introducing a novel mesh following technique for approximation-free robotic tool path trajectories (2017) J. Comput. Des. Eng, 4, pp. 192-202. , [CrossRef]; Dardari, D., Luise, M., Falletti, E., (2012) Satellite and Terrestrial Radio Positioning Techniques: A Signal ProcessingPerspective, , Academic Press: Cambridge, MA, USA; Pajarola, R., (2019) Advanced 3D Computer Graphics, , http://mat-web.upc.edu, Available online: (accessed on 10 October); de Boor, C., On calculating with B-splines (1972) J. Approx. Theory, 6, pp. 50-62. , [CrossRef]; Piegl, L., On NURBS: A survey (1991) IEEE Comput. Graph. Appl, 11, pp. 55-71. , [CrossRef]; Pepe, M., Costantino, D., Crocetto, N., Garofalo, A.R., 3D modeling of roman bridge by the integration of terrestrial and UAV photogrammetric survey for structural analysis purpose (2019) Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci, 42, pp. 249-255. , [CrossRef]; Liuzzi, G., (2011) Il Santacroce E Il Distretto Di Martina Compassato Nell'antica Selva Di Monopoli; Umanesimo della pietra: Martina Franca TA, 34, pp. 3-16. , https://www.umanesimodellapietra.it/UmanesimoManager//File/pubblicazioni/000019/allegati//riflessioni_2011.pdf, Italy, Volume Available online: (accessed on 1 September 2019); Ronchi, D., Limongiello, M., Ribera, F., Field work monitoring and heritage documentation for the conservation project. The"" Foro Emiliano"" in Terracina (Italy) (2019) Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci, 4215, pp. 1031-1037. , [CrossRef]; Kannala, J., Brandt, S.S., A generic camera model and calibration method for conventional, wide-angle, and fish-eye lenses (2006) IEEE Trans. Pattern Anal. Mach. Intell, 28, pp. 1335-1340. , [CrossRef] [PubMed]; Pepe, M., Fregonese, L., Scaioni, M., Planning airborne photogrammetry and remote-sensing missions withmodern platforms and sensors (2018) Eur. J. Remote Sens, 51, pp. 412-436. , [CrossRef]","Pepe, M.; Polytechnic of Bari, via E. Orabona 4, Italy; email: massimiliano.pepe@poliba.it",,,"MDPI AG",,,,,20763417,,,,"English","Appl. Sci.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85081260146
"Gallegos Mayorga L., Sire S., Correia J.A.F.O., De Jesus A.M.P., Rebelo C., Fernández-Canteli A., Ragueneau M., Plu B.","56940326300;55314696200;35168869200;57195754611;35574870000;6602656190;57191744844;55233695300;","Statistical evaluation of fatigue strength of double shear riveted connections and crack growth rates of materials from old bridges",2017,"Engineering Fracture Mechanics","185",,,"241","257",,44,"10.1016/j.engfracmech.2017.05.039","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021160235&doi=10.1016%2fj.engfracmech.2017.05.039&partnerID=40&md5=a3ddbcbd8bf552147762e4567d46d58c","University of Brest, Dupuy de Lôme Research Institute - IRDL CNRS FRE 3744, 6 avenue Victor Le Gorgeu, Brest, 29238, France; University of Porto, INEGI, Engineering Faculty, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; ISISE, Department of Civil Engineering, University of Coimbra, Rue Luis Reis Santos, Pólo II, Coimbra, 3030-788, Portugal; University of Oviedo, Department of Construction and Manufacturing Engineering, Campus de Viesques, Gijón, 33203, Spain; National Society of French Railways - SNCF, Civil Engineering Department, 15 rue Jean Philippe Rameau, La Plaine Saint-Denis, 93574, France","Gallegos Mayorga, L., University of Brest, Dupuy de Lôme Research Institute - IRDL CNRS FRE 3744, 6 avenue Victor Le Gorgeu, Brest, 29238, France; Sire, S., University of Brest, Dupuy de Lôme Research Institute - IRDL CNRS FRE 3744, 6 avenue Victor Le Gorgeu, Brest, 29238, France; Correia, J.A.F.O., University of Porto, INEGI, Engineering Faculty, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; De Jesus, A.M.P., University of Porto, INEGI, Engineering Faculty, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Rebelo, C., ISISE, Department of Civil Engineering, University of Coimbra, Rue Luis Reis Santos, Pólo II, Coimbra, 3030-788, Portugal; Fernández-Canteli, A., University of Oviedo, Department of Construction and Manufacturing Engineering, Campus de Viesques, Gijón, 33203, Spain; Ragueneau, M., National Society of French Railways - SNCF, Civil Engineering Department, 15 rue Jean Philippe Rameau, La Plaine Saint-Denis, 93574, France; Plu, B., National Society of French Railways - SNCF, Civil Engineering Department, 15 rue Jean Philippe Rameau, La Plaine Saint-Denis, 93574, France","The maintenance of old riveted bridges has become a major concern for railroad managers across Europe. These metallic structures, built on their majority on the second half of the 19th century, are indeed submitted to ever increasing traffic loads (augmentation in weight and speed of rolling stock). To assess the remaining life of these metallic bridges, some critical structural details have been identified and associated to S-N curves to be used in damage estimation (using Palmgren-Miner's rule for cumulative damage, for example). These constructional details are often described in construction standards, such as the EN 1993-1-9, the BS 5400 and the AASHTO standards. The particularity of older hot-riveted bridges is that their numerous geometric configurations are often under-represented, thus, limiting the accuracy of damage estimation. To compensate the absence of hot riveted assemblies in the standards, numerous research groups have performed extensive experimental campaigns. However, the heterogeneity and rarity of the material (no longer produced nowadays), as well as the very diverse geometrical configurations used at the time of the construction of the bridges (given the novelty proposed by the introduction of metal as a new material in monumental construction), makes difficult the comparison of experimental data. In order to facilitate interpretation and differentiation of fatigue data of a particular type of constructional detail, experimental data from double shear assemblies manufactured from three different metallic ancient bridges is considered (French and Portuguese puddled iron bridges). Then, through statistical analysis (linearized boundaries and the Fernández-Canteli model), the S-N curves corresponding to their structural configuration are identified. Comparisons to the EN 1993-1-9, the BS 5400 and the AASHTO standards are also proposed. The combination of the S-N curves and Fracture Mechanics approaches can be used to evaluate the residual life of the old riveted metallic bridges. Thus, a statistical analysis and discussion of experimental fatigue crack propagation data available for materials from the ancient riveted metallic bridges are made. This analysis is important for the application of the Fracture Mechanics approaches to predict the residual life of structural details. © 2017 Elsevier Ltd","Fatigue characterization; Fracture Mechanics; Hot-riveted connections; Old railway bridges; Puddled iron; Statistical analysis","Characterization; Cracks; Data flow analysis; Fatigue crack propagation; Fatigue of materials; Fracture; Fracture mechanics; Metals; Railroads; Rolling; Statistical methods; Structural analysis; Construction standards; Fracture mechanics approach; Geometric configurations; Geometrical configurations; Railway bridges; Riveted connections; Statistical evaluation; Structural configurations; Bridges",,,,,,,,,,,,,,,,"Cremona, C., Patron, A., Johansson, B., Larsson, T., Eicher, B., Höhler, S., (2007), Improved assessment methods for static and fatigue resistance of old steel railway bridges. 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American Association of State High way and Transportation Officials;; Taras, A., Greiner, R., Development and application of a fatigue class catalogue for riveted bridge components (2010) Struct Eng Int, 20, pp. 91-103; Åkesson, B., Fatigue Life of Riveted Steel Bridges (2010), CRC Press (Taylor & Francis Group); Al-Emrani, M., Fatigue in Riveted Railway Bridges - a study of the fatigue performance of riveted stringers and stringer-to-floor-beam connections (2002), Chalmers University of Technology; Gallegos Mayorga, L., Sire, S., Plu, B., Understanding fatigue mechanisms in ancient metallic railway bridges: a microscopic study of puddled iron (2015) Procedia Eng, 114, pp. 422-429; Brühwiler, E., Smith, I.F.C., Hirt, M.A., Fatigue and fracture of riveted bridge members (1990) J Struct Eng, 116; DiBattista, J.D., Adamson, D.E., Kulak, G.L., Fatigue strength of riveted connections (1998) J Struct Eng, 124; De Jesus, A.M.P., Figueiredo, M.A.V., Ribeiro, A.S., de Castro, P.M.S.T., Fernandes, A.A., Residual lifetime assessment of an ancient riveted steel road bridge (2011) Strain, 47 (s1), pp. e402-e415; (2013), BS7910:2013. Guidance on methods for assessing the acceptability of flaws in metallic structures. BSI;; Krueger, R., Virtual crack closure technique: history, approach, and applications (2004) Appl Mech Rev, 57 (2), pp. 109-143; Abdullah, N.N., Correia, J.F.O., De Jesus, A.M.P., Hafezi, M.H., Abdullah, S., Assessment of fatigue crack growth data available for materials from Portuguese bridges based on UniGrow model (2011) Procedia Eng, 10, pp. 971-976; Correia, J.A.F.O., De Jesus, A.M.P., Fernández-Canteli, A., A procedure to derive probabilistic fatigue crack propagation data (2012) Int J Struct Integr, 3 (2), pp. 158-183; Hafezi, M.H., Abdullah, N.N., Correia, J.F.O., De Jesus, A.M.P., An assessment of a strain-life approach for fatigue crack growth (2012) Int J Struct Integr, 3 (4), pp. 344-376; Correia, J.A.F.O., An integral probabilistic approach for fatigue lifetime prediction of mechanical and structural components. Ph.D. Thesis; 2014. 382 pages; de Jesus, A.M.P., da Silva, A.L.L., Figueiredo, M.V., Correia, J.A.F.O., Ribeiro, A.S., Fernandes, A.A., Strain-life and crack propagation fatigue data from several Portuguese old metallic riveted bridges (2011) Engng Fail Anal, 18, pp. 148-163; Gallegos Mayorga, L., Sire, S., Correia, J.A.F.O., De Jesus, A.M.P., Valente, I., Rebelo, C., Design S-N curves for old Portuguese and French riveted bridges connection based on statistical analyses (2016) Procedia Eng, 160, pp. 77-84; De Jesus, A.M.P., Pinto, H., Fernández-Canteli, A., Castillo, E., Correia, J.A.F.O., Fatigue assessment of a riveted shear splice based on a probabilistic model (2010) Int J Fatigue, 32, pp. 453-462; Helmerich, R., (2012), Full scale fatigue testing of original truss members and connections;; de Jesus, A.M.P., da Silva, A.L.L., Correia, J.A.F.O., Fatigue of riveted and bolted joints made of puddle iron—an experimental approach (2015) J Constr Steel Res, 104, pp. 81-90; Kuhn, B., Lukić, M., Nussbaumer, A., Guenther, H.-P., Helmerich, R., Herion, S., Assessment of existing steel structures: recommendations for estimation of remaining fatigue life (2008) Joint Res Centre-Eur Conven Construct Steelwork Report, 1, pp. 1-90; Larsson, T., Fatigue assessment of riveted bridges (2009), Luleå University of Technology; Pipinato, A., Pellegrino, C., Bursi, O.S., Modena, C., High-cycle fatigue behavior of riveted connections for railway metal bridges (2009) J Constr Steel Res, 65, pp. 2167-2175; Sire, S., Gallegos Mayorga, L., Plu, B., Observation of failure scenarios in riveted assemblies: an innovative experimental strategy (2015) Procedia Eng, 114, pp. 430-436; (2016), Gallegos Mayorga L. Contribution à la compréhension du comportement mécanique des assemblages rivetés anciens, Ph.D. Thesis, Université de Bretagne Occidentale;; de Jesus, A.M.P., da Silva, A.L.L., Correia, J.A.F.O., Fatigue of riveted and bolted joints made of puddle iron—a numerical approach (2014) J Constr Steel Res, 102, pp. 164-177; Sanches, R.F., de Jesus, A.M.P., Correia, J.A.F.O., da Silva, A.L.L., Fernandes, A.A., A probabilistic fatigue approach for riveted joints using Monte Carlo simulation (2015) J Constr Steel Res, 110, pp. 149-162; Castillo, E., Fernández-Canteli, A., A unified statistical methodology for modeling fatigue (2009), Springer; E739-91, A.S.T.M., (1991), pp. 597-603. , Standard Practice for Statistical Analysis of Linear or Linearized Stress-Life (S-N) and Strain Life (ε-N) Fatigue Data. Annual Book of ASTM Standards. American Society for Testing and Materials;; Kulak, G., (1997), Fatigue strength of riveted connections. IABSE Workshop (Lausanne): Evaluation of existing steel and composite bridges. Report. Tome 76;; Bogdanov, S., Mikheevskiy, S., Glinka, G., Probabilistic analysis of the fatigue crack growth based on the application of the Monte-Carlo method to unigrow model (2014) Mater Perform Char, 3 (3), pp. 214-231; Correia, J.A.F.O., De Jesus, A.M.P., Fernández-Canteli, A., Local unified probabilistic model for fatigue crack initiation and propagation: application to a notched geometry (2013) Engng Struct, 52, pp. 394-407; Sampayo, L.M.C.M.V., Monteiro, P.M.F., Correia, J.A.F.O., Xavier, J.M.C., De Jesus, A.M.P., Fernández-Canteli, A., Probabilistic S-N field assessment for a notched plate made of puddle iron from the Eiffel Bridge with an elliptical hole (2015) Procedia Eng, 114, pp. 691-698; Correia, J.A.F.O., de Jesus, A.M.P., Fernández-Canteli, A., Calçada, R.A.B., Modelling probabilistic fatigue crack propagation rates for a mild structural steel (2015) Frattura ed Integrita Strutturale, 31, pp. 80-96; Correia, J.A.F.O., Blasón, S., Arcari, A., Calvente, M., Apetre, N., Moreira, P.M.G.P., Modified CCS fatigue crack growth model for the AA2019-T851 based on plasticity-induced crack-closure (2016) Theoret Appl Fract Mech, 85 (1), pp. 26-36; Correia, J.A.F.O., Blasón, S., De Jesus, A.M.P., Canteli, A.F., Moreira, P.M.G.P., Tavares, P.J., Fatigue life prediction based on an equivalent initial flaw size approach and a new normalized fatigue crack growth model (2016) Engng Fail Anal, 69, pp. 15-28; Castillo, E., Fernández-Canteli, A., Siegele, D., Obtaining S-N curves from crack growth curves: an alternative to self-similarity (2014) Int J Fract, 187 (1), pp. 159-172; (1999), pp. 591-630. , ASTM – American Society for Testing and Materials, ASTM E647: standard test method for measurement of fatigue crack growth rates, in: Annual book of ASTM standards, vol. 03.01,. ASTM – American Society for Testing and Materials, West Conshohocken, PA;; (2011), SIA – Société suisse des ingénieurs et des architectes, SIA 269/3:2011 Maintenance des structures porteuses – Structures en acier. Zurich, Switzerland;","Gallegos Mayorga, L.; University of Western Brittany, 6 avenue Victor Le Gorgeu, France; email: linamaria.gallegosmayorga@univ-brest.fr",,,"Elsevier Ltd",,,,,00137944,,EFMEA,,"English","Eng. Fract. Mech.",Article,"Final","",Scopus,2-s2.0-85021160235
"Lesiuk G., Kucharski P., Correia J.A.F.O., De Jesus A.M.P., Rebelo C., Simões da Silva L.","33767847900;57191745305;35168869200;57195754611;35574870000;57211406910;","Mixed mode (I+II) fatigue crack growth in puddle iron",2017,"Engineering Fracture Mechanics","185",,,"175","192",,43,"10.1016/j.engfracmech.2017.05.002","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026245098&doi=10.1016%2fj.engfracmech.2017.05.002&partnerID=40&md5=73a588806e45e09f4ea10e61e82bbe04","Faculty of Mechanical Engineering, Department of Mechanics, Material Science and Engineering, Wrocław University of Science and Technology, Smoluchowskiego 25, Wrocław, 50-370, Poland; INEGI/Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; ISISE/Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal","Lesiuk, G., Faculty of Mechanical Engineering, Department of Mechanics, Material Science and Engineering, Wrocław University of Science and Technology, Smoluchowskiego 25, Wrocław, 50-370, Poland; Kucharski, P., Faculty of Mechanical Engineering, Department of Mechanics, Material Science and Engineering, Wrocław University of Science and Technology, Smoluchowskiego 25, Wrocław, 50-370, Poland; Correia, J.A.F.O., INEGI/Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal, ISISE/Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal; De Jesus, A.M.P., INEGI/Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Rebelo, C., ISISE/Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal; Simões da Silva, L., ISISE/Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal","Structural components from structures such as bridge members are subjected to long operating periods of time. The problem of fatigue cracks is more interesting in existing bridge structures with active cracks. In the case of structures erected at the turn of the 19th and 20th centuries, cracks are frequently observed in these old steel metallic structures. The uniaxial fatigue crack growth hypothesis often leads to significant errors in predicting residual lifetime. A good example is the residual lifetime of the riveted joints in such a type of structures. On the other hand, the 19th century structures were erected using puddled iron or low carbon mild rimmed steel. Experimental results obtained by authors have shown that the fatigue cracks grow much faster than in modern equivalent steels. This phenomenon is supported by microstructural degradation processes. In this paper some examples of degenerated microstructures are presented. In order to fill a lack in experimental data in the literature, the results of a mixed-mode (I+II) fatigue crack growth have been presented and discussed on the background of existing fracture mechanics models, for old bridge materials. Data reduction techniques supported by Abaqus finite element simulations were adopted. © 2017 Elsevier Ltd","Crack paths; Fatigue; Microstructure; Mixed-mode crack growth; Puddle iron","ABAQUS; Fatigue crack propagation; Fatigue of materials; Finite element method; Iron; Low carbon steel; Microstructure; Crack paths; Finite element simulations; Fracture mechanics model; Metallic structures; Microstructural degradation; Mixed-mode crack growth; Reduction techniques; Structural component; Cracks",,,,,,,,,,,,,,,,"Madaj, A., Wołowicki, W., Construction and maintenance of bridges (in Polish) (2009), WKiŁ Warszawa; Suresh, Fatigue of materials (1998), 2nd ed. Cambridge University Press, Cambridge (UK); De Jesus, A.M.P., Strain-life and crack propagation fatigue data from several Portuguese old metallic riveted bridges (2011) Eng Fail Anal, 18 (1), pp. 148-163; Lesiuk, G., Szata, M., Bocian, M., The mechanical properties and the microstructural degradation effect in an old low carbon steels after 100-years operating time (2015) Arch Civil Mech Eng, 15 (4), pp. 786-797; Correia, J.A.F.O., Tavares, S.M.O., Moreira, P.M.G.P., Tavares, P.J.S., De Jesus, A.M.P., (2016), pp. 2021-7. , Calçada RAB. Mixed-mode fatigue crack propagation rates of currents structural steels applied for bridges and towers construction. In: Paper presented at the maintenance, monitoring, safety, risk and resilience of bridges and bridge networks - proceedings of the 8th international conference on bridge maintenance, safety and management, IABMAS 2016;; Correia, J.A.F.O., Jesus, A.M.P., Figueiredo, M.A.V., Ribeiro, A.S., Fernandes, A.A., (2008), pp. 290-1. , Variability analysis of fatigue crack growth rates of materials from ancient Portuguese steel bridges. In: Paper presented at the bridge maintenance, safety, management, health monitoring and informatics - proceedings of the 4th international conference on bridge maintenance, safety and management;; Correia, J.A.F.O., Jesus, A.M.P.D., Fernández-Canteli, A., A procedure to derive probabilistic fatigue crack propagation data (2012) Int J Struct Integrity, 3 (2), pp. 158-183; Hafezi, M.H., Abdullah, N.N., Correia, J.F.O., De Jesus, A.M.P., An assessment of a strain-life approach for fatigue crack growth (2012) Int J Struct Integrity, 3 (4), pp. 344-376; Lesiuk, G., Szata, M., Kinetics of fatigue crack growth and crack paths in the old puddled steel after 100-years operating time (2015) Frattura Ed Integrita Strutturale, 9 (34), pp. 290-299; Lesiuk, G., Szata, M., Kucharski, P., (2016), pp. 84-5. , Analysis of fatigue crack growth in long term operating mild low carbon steel in terms of crack closure and energy approach. In: Paper presented at the 33rd Danubia Adria symposium on advances in experimental mechanics;; Helmerich, R., Kühn, B., Nussbaumer, A., Assessment of existing steel structures. A guideline for estimation of the remaining fatigue life (2007) Struct Infrastructure Eng, 3 (3), pp. 245-255; Larsson, T., (2009), Fatigue assessment of riveted bridges. PhD Thesis, Luleå University of Technology, Department of Civil and Environmental Engineering, Division of Structural Engineering, Sweden;; Helmerich, R., (2005), Alte Stähle und Stahlkonstruktionen. Materialuntersuchungen, Ermüdungsversuche an orginalen Brükenträgern und Messungen von 1990 bis 2003, Bundesanstalt für Materialforschung und Prüfung (BAM);; Kühn, B., Lukić, M., Nussbaumer, A., Günther, H.-P., Helmerich, R., Herion, S., Kolstein, M.H., Bucak, O., (2008), Assessment of existing steel structures: recommendations for estimation of remaining fatigue life, Joint report prepared under the JRC – ECCS cooperation agreement for the evolution of Eurocode 3 (programme of CEN/TC 250);; Qian, J., Fatemi, A., Mixed mode fatigue crack growth. A literature survey (1996) Eng Fracture Mech, 55, pp. 969-990; Rozumek, D., Macha, E., A survey of failure criteria and parameters in mixed-mode fatigue crack growth (2009) Mater Sci, 45, pp. 190-210; Hellen, T.K., Blackburn, W.S., The calculation of stress intensity factors for combined tensile and shear loading (1975) Int J Fracture, 11, pp. 605-617; Erdogan, F., Sih, G.C., , pp. 519-25. , On the crack extension in plates under plane loading and transverse shear. J Bas Eng, ASME Trans 1963; 85:; Sih, G., Strain-energy-density factor applied to mixed-mode crack problems (1974) Int J Fract, 10, pp. 305-321; Tanaka, K., The cyclic J-integral as a criterion for fatigue crack growth (1983) Int J Fracture, 22, pp. 91-104; Rozumek, D., Influence of the slot inclination angle in FeP04 steel on fatigue crack growth under tension (2009) Mater Des, 30 (6), pp. 1859-1865; Rozumek, D., Macha, E., J-integral in the description of fatigue crack growth rate induced by different ratios of torsion to bending loading in AlCu4Mg1 (2009) Materialwiss Werkstofftech, 40, pp. 743-749; Correia, J.A.F.O., Blasón, S., De Jesus, A.M.P., Canteli, A.F., Moreira, P.M.G.P., Tavares, P.J., Fatigue life prediction based on an equivalent initial flaw size approach and a new normalized fatigue crack growth model (2016) Eng Fail Anal, 69, pp. 15-28; Alves, A.S.F., Sampayo, L.M.C.M.V., Correia, J.A.F.O., De Jesus, A.M.P., Moreira, P.M.G.P., Tavares, P.J.S., Fatigue life prediction based on crack growth analysis using an equivalent initial flaw size model: Application to a notched geometry (2015) Paper Presented at the Procedia Engineering, 114, pp. 730-737; Correia, J.A.F.O., De Jesus, A.M.P., Fernández-Canteli, A., Brighenti, R., Moreira, P.M.G.P., Calçada, R.A.B., A procedure to obtain the probabilistic kitagawa-takahashi diagram (2016) UPB Sci Bull, Ser D: Mech Eng, 78 (1), pp. 3-12; Theocaris, P.S., Andrianopoulos, N.P., The T-criterion applied to ductile fracture (1982) Int J Fract, 20, pp. 125-130; Theocaris, P.S., Andrianopoulos, N.P., The Mises elastic-plastic boundary as the core region in fracture criteria (1982) Eng Fract Mech, 16, pp. 425-432; Kong, X.M., Schlüter, N., Dahl, W., Effect of triaxial stress on mixed-mode fracture (1995) Eng Fract Mech, 52 (2), pp. 379-388; Shlyannikov, V.N., T-stress for crack paths in test specimens subject to mixed mode loading (2013) Eng Fract Mech, 108, pp. 3-18; Mirsayar, M.M., Park, P., The role of T-stress on kinking angle of interface cracks (2015) Mater Des, 80, pp. 12-19; Sajjadi, S.H., Ostad, M.J., Ghorabi, A., Salimi-Majd, D., A novel mixed-mode brittle fracture criterion for crack growth path prediction under static and fatigue loading (2015) Fatigue Fract Eng Mater Struct, 38 (11), pp. 1372-1382; Richard, H.A., “Bruchvorhersagen bei überlagerter normal- und schubbeanspruchung von Rissen”, (in German), VDI Forschungsheft 631 (1985), pp. 1-60. , VDI-Verlag Düsseldorf; ASTME647-15a, Standard test methods for fatigue crack growth rate, ASTM; Lesiuk, G., , pp. 2452-3216. , Correia José AFO, De Jesus AMP, Kucharski P. Fatigue crack propagation behavior of old puddle iron including crack closure effects. Procedia Struct Integrity 2016; 2: 3218–25, ISSN; Song, S.-H., Lee, J.-M., Fatigue crack propagation behavior in STS304 under mixed mode loading (2001) J Korean Soc Precision Eng, 18 (9), pp. 131-139; Borrego, L.P., Antunes, F.V., Costa, J.M., Ferreira, J.M., Mixed-mode fatigue crack growth behaviour in aluminium alloy. Int J Fatigue, May–June 2006; Zafošnik, B., Ren, Z., Ulbin, M., Flašker, J., Evaluation of stress intensity factors using finite elements (2002), FENET Technology Workshop Trieste; Graba, M., Gałkiewicz, J., , pp. 225-37. , Influence of the crack tip model on results of the finite elements method. J Theoretical Appl Mech, Warsaw 2007; 45(2):; (1968), Rice, James R. A path independent integral and the approximate analysis of strain concentration by notches and cracks/6/1, ASME; Kim, T.-Y., Kim, H.-K., Mixed-mode fatigue crack growth behavior of fully lower bainite steel (2013) Mater Sci Eng, A, 580, pp. 322-329; , pp. 150-7. , Peixoto, Daniel FC, Paulo MST de Castro. Mixed mode fatigue crack propagation in a railway wheel steel. Procedia Structural Integrity 2016; 1:; Richard, H., (1987), pp. 577-88. , Crack problems under complex loading. In: Sih GS, Nisitani H, Ishihara T. Role of fracture mechanics in modern technology. In: Proceedings of the Int. Conf., Fukuoka, Japan, June 2–6, North-Holland, Amsterdam;, 1986; Richard, H., Linnig, W., Henn, K., (1991), 3, pp. 1104-13. , Fatigue crack propagation under combined loading. Forensic Eng, pp. 99–109 theory and practice, EMAS Ltd, Warley, 2; 1988; Salimi-Majd, D., Shahabi, F., Mohammadi, B., Effective local stress intensity factor criterion for prediction of crack growth trajectory under mixed mode fracture conditions (2016) Theoret Appl Fract Mech, 85, pp. 207-216; Paris, P.C., Erdogan, F., A critical analysis of crack propagation laws (1963) J Basic Eng, 85 (4), pp. 528-533; Schwalbe, K.-H., Heerens, J., Zerbst, U., Pisarski, H., Kocak, M., EFAM GTP 02—The GKSS test procedure for determining the fracture behaviour of materials (2002), GKSS Research Centre Geesthacht; Lesiuk, G., Kucharski, P., Initiation of the fracture in long-term operated steel in terms of the energy approach (2015) TTS, Technika Transportu Szynowego, R22 (12), pp. 920-927. , (in Polish); Joyce, M.R., Starink, M.J., Sinclair, I., Assessment of mixed mode loading on macroscopic fatigue crack paths in thick section Al–Cu–Li alloy plate (2016) Mater Des, 93, pp. 379-387; Krechkovs'ka, H.V., Student, O.Z., Kutnyi, A.I., Nykyforchyn, H.M., Sydor, P.Y., Brittle-fracture resistance of the metal of hyperboloid gridshell Shukhov tower (2015) Mater Sci, 50 (4), pp. 578-584","Lesiuk, G.; Faculty of Mechanical Engineering, Smoluchowskiego 25, Poland; email: grzegorz.lesiuk@pwr.edu.pl",,,"Elsevier Ltd",,,,,00137944,,EFMEA,,"English","Eng. Fract. Mech.",Article,"Final","",Scopus,2-s2.0-85026245098
"Alani A.M., Tosti F., Ciampoli L.B., Gagliardi V., Benedetto A.","6603960284;55752556500;57195625280;57203893100;7004429875;","An integrated investigative approach in health monitoring of masonry arch bridges using GPR and InSAR technologies",2020,"NDT and E International","115",,"102288","","",,42,"10.1016/j.ndteint.2020.102288","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85084381547&doi=10.1016%2fj.ndteint.2020.102288&partnerID=40&md5=fa389a2018eef205198e38eb9123d84a","School of Computing and Engineering, University of West London (UWL), St Mary's Road, Ealing, London, W5 5RF, United Kingdom; Department of Engineering, Roma Tre University, Via Vito Volterra 62, Rome, 00146, Italy","Alani, A.M., School of Computing and Engineering, University of West London (UWL), St Mary's Road, Ealing, London, W5 5RF, United Kingdom; Tosti, F., School of Computing and Engineering, University of West London (UWL), St Mary's Road, Ealing, London, W5 5RF, United Kingdom; Ciampoli, L.B., Department of Engineering, Roma Tre University, Via Vito Volterra 62, Rome, 00146, Italy; Gagliardi, V., Department of Engineering, Roma Tre University, Via Vito Volterra 62, Rome, 00146, Italy; Benedetto, A., Department of Engineering, Roma Tre University, Via Vito Volterra 62, Rome, 00146, Italy","This paper provides an overview of the existing health monitoring and assessment methods for masonry arch bridges. In addition, a novel “integrated” holistic non-destructive approach for structural monitoring of bridges using ground-based non-destructive testing (NDT) and the satellite remote sensing techniques is presented. The first part of the paper reports a review of masonry arch bridges and the main issues in terms of structural behaviour and functionality as well as the main assessment methods to identify structural integrity-related issues. A new surveying methodology is proposed based on the integration of multi-source, multi-scale and multi-temporal information collected using the Ground Penetrating Radar (GPR – 200, 600 and 2000 MHz central-frequency antennas) and the Interferometric Synthetic Aperture Radar (InSAR – C-band SAR sensors) techniques. A case study (the “Old Bridge” at Aylesford, Kent, UK – a 13th century bridge) is presented demonstrating the effectiveness of the proposed method in the assessment of masonry arch bridges. GPR has proven essential at providing structural detailing in terms of subsurface geometry of the superstructure as well as the exact positioning of the structural ties. InSAR has identified measures of structural displacements caused by the seasonal variation of the water level in the river and the river bed soil expansions. The above process forms the basis for the “integrated” holistic structural health monitoring approach proposed by this paper. © 2020 Elsevier Ltd","Ground penetrating radar (GPR); Interferometric synthetic aperture radar (InSAR); Masonry arch bridges; Non-destructive testing (NDT) assessment; Remote sensing monitoring; “Integrated” holistic structural health monitoring approach","Arches; Geological surveys; Geophysical prospecting; Ground penetrating radar systems; Masonry bridges; Masonry construction; Masonry materials; Microwave antennas; Nondestructive examination; Remote sensing; Structural health monitoring; Synthetic aperture radar; Water levels; Ground Penetrating Radar; Interferometric synthetic aperture radars; Non destructive testing; Satellite remote sensing; Structural behaviour; Structural displacement; Structural monitoring; Sub-surface geometries; Arch bridges",,,,,"European Space Agency, ESA","The license for using the software ENVI SARscape® is granted by the ESA-approved project “MOBI: Monitoring Bridges and Infrastructure Networks” (EOhops proposal 2045 (id 52479)). The Sentinel 1A SAR Products are © of the ESA (European Space Agency) delivered under the license to use. Our special thanks to the Rochester Bridge Trust and the Aylesford St. Peter and St. Paul's Church for facilitating and providing access to the bridge for investigation purposes.",,,,,,,,,,"Galliazzo, V., I ponti Romani. 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"Forcellini D.","56365498200;","Cost assessment of isolation technique applied to a benchmark bridge with soil structure interaction",2017,"Bulletin of Earthquake Engineering","15","1",,"51","69",,40,"10.1007/s10518-016-9953-0","https://www.scopus.com/inward/record.uri?eid=2-s2.0-84976294638&doi=10.1007%2fs10518-016-9953-0&partnerID=40&md5=7217a2317e0c0cc02ef2d2b16796ae2f","University of San Marino, San Marino, 47890, San Marino","Forcellini, D., University of San Marino, San Marino, 47890, San Marino","Bridges are lifeline structures acting as an important link in surface transportation network and their collapse under seismic excitations affects social and civil functionality. Historical bridge seismic collapses under earthquake actions have proved the significant role of soil structure interaction. The paper aims at evaluating bridge protection and seismic strengthening applying isolation technique. It is based on the application of a Performance-Based Earthquake Engineering methodology, introduced by the Pacific Earthquake Engineering Research Center. The study presents a representative two—span bridge with several isolated configurations as affected by soil deformability. Isolation technique contribution is assessed in terms of costs quantities with peak ground acceleration levels. The study can be considered a first attempt to evaluate seismic effects of SSI by taking into account economic performance. © 2016, Springer Science+Business Media Dordrecht.","Bridge; Earthquake; Isolation; Non-linearity; PBEE; SSI","Bridges; Earthquake engineering; Engineering geology; Geophysics; Highway bridges; Seismology; Soil structure interactions; Soils; Isolation; Non-linearity; Pacific earthquake engineering research centers; PBEE; Peak ground acceleration; Performance-based earthquake engineering; Seismic strengthening; Surface transportation; Earthquakes; benchmarking; bridge; collapse structure; cost analysis; deformation mechanism; earthquake event; ground motion; seismic isolation; soil-structure interaction; transportation system",,,,,,,,,,,,,,,,"Attewell, P., Farmer, I.W., Attenuation of ground vibrations from pile driving (1973) Ground Eng, 6 (4), pp. 26-29; Bousshine, L., Chaaba, A., De Saxcé, G., Softening in stress–strain curve for Drucker–Prager nonassociated plasticity (2001) Int J Plast, 17 (1), pp. 21-46; The northridge earthquake. 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"Albeaino G., Gheisari M., Franz B.W.","57216799513;36459705300;54893985200;","A systematic review of unmanned aerial vehicle application areas and technologies in the AEC domain",2019,"Journal of Information Technology in Construction","24",,,"381","405",,38,"10.36680/j.itcon.2019.020","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85078161054&doi=10.36680%2fj.itcon.2019.020&partnerID=40&md5=15572d64ae82d517ffbd19db5f3527a4","Rinker School of Construction Management, University of Florida, Gainesville, FL, United States","Albeaino, G., Rinker School of Construction Management, University of Florida, Gainesville, FL, United States; Gheisari, M., Rinker School of Construction Management, University of Florida, Gainesville, FL, United States; Franz, B.W., Rinker School of Construction Management, University of Florida, Gainesville, FL, United States","The recent increase in the integration of unmanned aerial vehicles (UAVs) in civilian usage stems mainly from modern technological advancements and the devices' abilities to accomplish civilian tasks in a quick, safe, and cost-efficient manner. One sector that witnessed tremendous UAV impact is the Architecture, Engineering, and Construction (AEC) industry. Among several AEC applications, UAV technology is currently being implemented for building and bridge inspection, progress monitoring, and urban planning. The following review aims at thoroughly classifying all AEC-related UAV applications within the past decade, extending the understanding of the current state of UAV implementation in the AEC domain, and outlining relevant research trends in this setting. The review follows a systematic literature assessment methodology in which peer-reviewed bibliographical databases were queried, based on specific search keywords, for AEC-related UAV applications. This study also discusses the technological components (flying styles, types of platforms, onboard sensors) to assist in better developing, integrating, and understanding the technology implemented in the AEC industry. Our search query yielded 228 articles, of which 86 met our inclusion criteria and were therefore analyzed. Seven categories of structural and infrastructure inspection, transportation, cultural heritage conservation, city and urban planning, progress monitoring, post-disaster, and construction safety were identified and fully analyzed in this study. The study revealed that UAV integration in the AEC domain might exhibit equal, if not, higher outcomes compared to conventional methods as to time, accuracy, safety, and costs. In terms of technology, the control styles reported were mostly autonomous and manual. Rotary wing vehicles were the predominant type of platforms in the literature. Of the rotary wing type, quadcopters were most commonly employed. Readily available, or “off-the-shelf” video recording cameras and thermal cameras were most frequently mounted on UAVs, followed by LiDAR and laser scanning devices. Other sensors included Radio Frequency Identification and Ultrasonic Beacon System. The outcome of this study would benefit both AEC researchers and professionals to recognize the potentials of UAVs and understand the requirements and challenges for their successful integration. © 2019 The author(s). This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.","AEC Industry; Application; Systematic Review; Technology; UAS; UAV; Unmanned Aerial Vehicle","Cameras; Historic preservation; Mobile antennas; Radio frequency identification (RFID); Safety engineering; Ultrasonic applications; Urban planning; Urban transportation; Video recording; Wings; Architecture , engineering , and constructions; Assessment methodologies; Bibliographical database; Cultural heritage conservation; Laser scanning device; Rotary wing vehicles; Technological advancement; Technological components; Unmanned aerial vehicles (UAV)",,,,,,,,,,,,,,,,"Abdirad, H., Dossick, C.S., BIM curriculum design in architecture, engineering, and construction education: A systematic review (2016) Journal of Information Technology in Construction (ITcon), 21, p. 251. , http://www.itcon.org/2016/17, Retrieved from; 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"Marques F., Correia J.A.F.O., de Jesus A.M.P., Cunha Á., Caetano E., Fernandes A.A.","56029405700;35168869200;57195754611;56871293100;7003416007;56871318600;","Fatigue analysis of a railway bridge based on fracture mechanics and local modelling of riveted connections",2018,"Engineering Failure Analysis","94",,,"121","144",,35,"10.1016/j.engfailanal.2018.07.016","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050816876&doi=10.1016%2fj.engfailanal.2018.07.016&partnerID=40&md5=80beffd34dcd4359d9552b3d5902359f","Faculty of Engineering, University of Porto (FEUP), R. Dr. Roberto Frias, Porto, 4200-465, Portugal; INEGI, R. Dr. Roberto Frias, Porto, 4200-465, Portugal","Marques, F., Faculty of Engineering, University of Porto (FEUP), R. Dr. Roberto Frias, Porto, 4200-465, Portugal; Correia, J.A.F.O., Faculty of Engineering, University of Porto (FEUP), R. Dr. Roberto Frias, Porto, 4200-465, Portugal, INEGI, R. Dr. Roberto Frias, Porto, 4200-465, Portugal; de Jesus, A.M.P., Faculty of Engineering, University of Porto (FEUP), R. Dr. Roberto Frias, Porto, 4200-465, Portugal, INEGI, R. Dr. Roberto Frias, Porto, 4200-465, Portugal; Cunha, Á., Faculty of Engineering, University of Porto (FEUP), R. Dr. Roberto Frias, Porto, 4200-465, Portugal; Caetano, E., Faculty of Engineering, University of Porto (FEUP), R. Dr. Roberto Frias, Porto, 4200-465, Portugal; Fernandes, A.A., Faculty of Engineering, University of Porto (FEUP), R. Dr. Roberto Frias, Porto, 4200-465, Portugal, INEGI, R. Dr. Roberto Frias, Porto, 4200-465, Portugal","In the context of fatigue evaluation of riveted railway bridges, cross-girder to main beam connections are frequently critical details. Secondary effects, such as out-of-plane bending and dynamic amplifications due to the proximity to loading paths which in the case of old bridges were not taken into account in the original design, may lead to severe increase of fatigue damage. The fatigue assessment of old riveted railway bridges has been addressed in the last years by developing local models of critical riveted joints that are linked to global models. This local-global modelling approach aims at evaluating local secondary stresses. Former fatigue probabilistic analyses of riveted joints have been focused on resistance variability rather than on loading/stresses (actions) variability. In this paper a probabilistic procedure to include the variability of loading in the fatigue analysis of complex riveted joints of railway bridges is proposed assuming loading as a random variable. Local finite element models were developed and later coupled with the global model in order to obtain the real stresses associated to real trains crossing the bridge. To reduce computational time, the results obtained from these local models were inputted in a Linear Fracture Mechanics model, supported by Paris fatigue crack propagation law. Monte Carlo simulation technique was applied to calculate the fatigue reliability of an old riveted railway bridge, considering traffic records from previous studies on the bridge. © 2018","Fatigue assessment; Finite element models; Fracture mechanics; Local models; Random loading; Riveted railway bridge","Fatigue crack propagation; Finite element method; Fracture mechanics; Intelligent systems; Joints (structural components); Monte Carlo methods; Railroad bridges; Railroads; Semiconductor junctions; Dynamic amplification; Fatigue assessments; Linear fracture mechanics; Local model; Monte carlo simulation technique; Probabilistic analysis; Random loading; Riveted railway bridges; Fatigue of materials",,,,,,"The study presented in this paper is supported by a case study which is the Portuguese riveted railway Trezói bridge. The Trezói Bridge (see Fig. 1 ) is located in the international “Beira Alta” railway line that links Portugal to Spain, at the km 62, north of Mortágua, in the village of Trezói. The bridge was constructed as part of a project to replace existing bridges in the “Beira Alta” railway line, carried out during the decade of 1950’s, and was opened to traffic in August 1956. The project was funded by the Marshall Plan, and the conception, manufacture and mounting, together with 6 other bridges of larger span of the same line, was of the responsibility of the German House Fried Krupp.",,,,,,,,,,"Kuhn, B., Lukić, M., Nussbaumer, A., Guenther, H.-P., Helmerich, R., Herion, S., Assessment of existing steel structures: recommendations for estimation of remaining fatigue life (2008) Joint Res. Centre, 1, pp. 1-90; ASCE, Committee on fatigue and fracture reliability of the committee on structural safety and reliability of the structural division, fatigue reliability: 1–4 (1982) J. Struct. Eng. 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Mech., 185, pp. 101-113; Matsuishi, M., Endo, T., Fatigue of Metals Subjected to Varying Stress (1968), Japan Soc. Mech. Engineering; Erdogan, F., Paris, P., A critical analysis of crack propagation laws (1963) J. Basic Eng. Trans. Am. Soc. Mech. Eng., pp. 528-534; Marques, F.M.S., Fatigue Assessment of Old Riveted Railway Bridges (2016), University of Porto (Ph.D. thesis, 256 pages); Miner, M.A., Cumulative damage in fatigue (1945) J. Appl. Mech., 12, pp. 159-164; Eurocode 3: Design of Steel Structures - Part 1–9: Fatigue Fatigue Strength of Steel Structures (2005), EN 1993-1-9, European Comitte for Standardization Brussels; Massareli, P.J., Baber, T.T., Fatigue Reliability of Steel Highway Bridge Details (2001), Virginia Transportation Research Council; ASTM, E1049–85(2017), Standard Practices for Cycle Counting in Fatigue Analysis (2017), ASTM International West Conshohocken, PA; Ribeiro, A., Avaliação da integridade estrutural da ponte de Trezói. 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FHWA/MD-84/01, , University of Maryland; Lawrence, F.V., Jr., Mattos, R.J., Higashida, Y., Burk, J.D., Estimation the fatigue crack initiation life of welds (1978) Fatigue Testing of Weldments, ASTM STP 648, pp. 134-158. , D.W. Hoeppner American Society for Testing and Materials; Jakubczak, H., Glinka, G., Fatigue analysis of manufacturing defects in weldments (1986) Int. J. Fatigue, 8 (2), pp. 51-57; Ribeiro, A.S., Effect of the Crack Initiation Phase on the Fatigue Behaviour of Welded Joints (1993), (Ph.D. Thesis, in Portuguese) University of Trás-os-Montes e Alto Douro Portugal; Correia, J.A.F.O., Desenvolvimento de modelos de previsão da vida à fadiga de ligações rebitadas (2008), UTAD (Master thesis, in portuguese); Marques, F., Moutinho, C., Hu, W.H., Cunha, A., Caetano, E., Weigh-in-motion implementation in an old metallic railway bridge (2016) Eng. Struct., 123, pp. 15-29; Rosenblatt, M., Remarks on some nonparametric estimates of a density function (1956) Ann. Math. Stat., 27 (3), p. 832; Tada, H., Paris, P.C., Irwin, G.R., The Stress Analysis of Cracks Handbook (2000), Professional Engineering Publishing; Imam, B.M., Righiniotis, T.D., Chryssanthopoulos, M.K., Numerical modelling of riveted railway bridge connections for fatigue evaluation (2007) Eng. Struct., 29, pp. 3071-3081; Guyer, R.C., Laman, J.A., Distortion-induced stress investigation of double angle stringer-to-floorbeam connections in railroad bridges (2012) Eng. Struct., 38, pp. 104-112; Albuquerque, C., Silva, A.L.L., de Jesus, A.M.P., Calçada, R., An efficient methodology for fatigue damage assessment of bridge details using modal superposition of stress intensity factors (2015) Int. J. Fatigue, 81, pp. 61-77; OS, B., J, J.P., Benchmarks for finite element modelling of bolted steel connections (1997) J. Constr. Steel Res., 43, pp. 17-42; SAS, Swanson Analysis Systems Inc (2008), ANSYS Houston Version 11.0; De Jesus, A.M.P., Strain-life and crack propagation fatigue data from several Portuguese old metallic riveted bridges (2011) Eng. Fail. Anal., 18, pp. 148-163; Wilson, W.M., Thomas, F.P., Fatigue tests of riveted joints. In Engineering Experiment Station. 1938, University of Illinois: Urbana; Correia, J.A.F.O., An Integral Probabilistic Approach for Fatigue Lifetime Prediction of Mechanical and Structural Components (2014), University of Porto (Ph.D. Thesis, 382 pages); Gallegos-Mayorga, L., Sire, S., Correia, J.A.F.O., De Jesus, A.M.P., Rebelo, C., Fernández-Canteli, A., Ragueneau, M., Plu, B., Statistical evaluation of fatigue strength of double shear riveted connections and crack growth rates of materials from old bridges (2017) Eng. Fract. Mech., 185, pp. 241-257; De Jesus, A.M.P., Silva, A.L.L., Correia, J.A.F.O., Fatigue of riveted and bolted joints made of puddle iron - an experimental approach (2015) J. Constr. Steel Res., 104, pp. 81-90; Kafie-Martinez, J., Keating, P.B., Chakra-Varthy, P., Correia, J., de Jesus, A., Stress distributions and crack growth in riveted lap joints fastening thick steel plates (2018) Eng. Fail. Anal., 91, pp. 370-381; Rodrigues, M., Correia, J.A.F.O., De Jesus, A.M.P., Pedrosa, B., Carvalho, B., Rebelo, C., Xavier, J., Calçada, R.A.B., Numerical analysis of a double shear standard bolted connection considering monotonic loadings (2017) Eng. Struct. Technol., 9 (4), pp. 181-192; Standarsization., C.E.C.f, EN1991-2, Eurocode 1: Actions on Structures - Part 2: Traffic Loads on Bridges (2003); Matthew, J.P., Variable Amplitude Fatigue Analysis Using Surrogate Models and Exact XFEM Reanalysis (2011), 2011. , University of Florida; Lesiuk, G., Kucharski, P., Correia, J.A.F.O., De Jesus, A.M.P., Rebelo, C., Simões da Silva, L., Mixed mode (I+II) fatigue crack growth in puddle iron (2017) Eng. Fract. Mech., 185, pp. 175-192; Silva, A.L.L., De Jesus, A.M.P., Xavier, J.M.C., Correia, J.A.F.O., Fernandes, A.A., Combined analytical-numerical methodologies for the evaluation mixed-mode (I+II) fatigue crack growth rates in structural steels (2017) Eng. Fract. Mech., 185, pp. 124-138; Leander, J., Aygül, M., Norlin, B., Refined fatigue assessment of joints with welded in-plane attachments by LEFM (2013) Int. J. Fatigue, 56, pp. 25-32; Horas, C.S., Alencar, G., De Jesus, A.M.P., Calçada, R., Development of an efficient approach for fatigue crack initiation and propagation analysis of bridge critical details using the modal superposition technique (2018) Eng. Fail. Anal., 89, pp. 118-137","Marques, F.; Faculty of Engineering, R. Dr. Roberto Frias, Portugal; email: dec11014@fe.up.pt",,,"Elsevier Ltd",,,,,13506307,,EFANE,,"English","Eng. Fail. Anal.",Article,"Final","",Scopus,2-s2.0-85050816876
"Lucchi E., Pereira L.D., Andreotti M., Malaguti R., Cennamo D., Calzolari M., Frighi V.","56320293400;57219692262;55887046200;6603388612;57210438388;57192171307;57205693843;","Development of a compatible, low cost and high accurate conservation remote sensing technology for the hygrothermal assessment of historic walls",2019,"Electronics (Switzerland)","8","6","643","","",,34,"10.3390/electronics8060643","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85070733094&doi=10.3390%2felectronics8060643&partnerID=40&md5=4e9d61b56e9349c4cf8a2413a2d36718","EURAC Research, Bozen, 39100, Italy; Department of Architecture, Architettura>Energia Research Centre School, University of Ferrara, Ferrara, 44121, Italy; Istituto Nazionale di Fisica Nucleare-Sezione di Ferrara, Ferrara, 44122, Italy; Department of Architecture, University of Ferrara, Ferrara, 44121, Italy","Lucchi, E., EURAC Research, Bozen, 39100, Italy; Pereira, L.D., Department of Architecture, Architettura>Energia Research Centre School, University of Ferrara, Ferrara, 44121, Italy; Andreotti, M., Istituto Nazionale di Fisica Nucleare-Sezione di Ferrara, Ferrara, 44122, Italy; Malaguti, R., Istituto Nazionale di Fisica Nucleare-Sezione di Ferrara, Ferrara, 44122, Italy; Cennamo, D., EURAC Research, Bozen, 39100, Italy; Calzolari, M., Department of Architecture, Architettura>Energia Research Centre School, University of Ferrara, Ferrara, 44121, Italy; Frighi, V., Department of Architecture, University of Ferrara, Ferrara, 44121, Italy","This article aims to properly assess the hygrothermal properties of walls located in historic buildings, this study discloses the development of a remote sensing technology compatible with an in-situ measurement implemented in Palazzo Tassoni (Italy). As required by the international recommendations adapted to cultural heritage (CH), this monitoring system balances CH conservation, performance aspects and economic costs using an integrated multidisciplinary approach. Electronics for measurement of environmental parameters is composed of sensor measurements, data acquisition system and data storage and communication system. Data acquisition system, equipped with standard modbus-rtu interface, is designed to run standalone and it is based on two cloned single board PCs to reduce the possibility of data loss. In order to reduce the costs, RaspberryPI single board PCs were chosen. These run a C/C++ software based on standard modbus library and designed to implement multi-client server TCP/IP to allow communication with other devices. Storage and communication systems are based on an industrial PC; it communicates with sensor measurements’ system through a modbus-TCPIP bridge. PC runs a Labview software to provide data storage on a local database and graphical user interface to properly see all acquired data. Herein, some sensing options and approaches of measurement are described, unveiling different possible ways of enhancing the retrofit of CH with adapted technology. © 2019 by the authors. Licensee MDPI, Basel, Switzerland.","Cultural heritage; Energy conservation; Historic wall; In-situ monitoring; Remote sensing; Sensors",,,,,,"Horizon 2020 Framework Programme, H2020: 796712","Funding: Part of this research has received funding from the European Union’s Horizon 2020 research and innovation program under the Marie Sklodowska-Curie grant agreement No 796712.","Part of this research has received funding from the European Union?s Horizon 2020 research and innovation program under the Marie Sklodowska-Curie grant agreement No 796712.",,,,,,,,,"(2013) EU Research, Cultural Heritage; European Union, , Bruxelles, Belgium; Calzolari, M., (2016) Prestazione Energetica Delle Architetture Storiche: Sfide E Soluzioni. 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Infrared Method;, , Standard UNI EN 13187; UNI: Milano, Italy; Pearson, C., (2011) Thermal Imaging of Building Fabric; BISRA Guide BG39, , BISRA: Bracknell, England; https://www.raspberrypi.org, (accessed on 6 June 2019); http://www.modbus.org, (accessed on 6 June 2019); https://github.com/stephane/libmodbus/wiki/Libmodbus-on-Raspberry-pi, (accessed on 6 June 2019)","Lucchi, E.; EURAC ResearchItaly; email: frgvnt@unife.it",,,"MDPI AG",,,,,20799292,,,,"English","Electronics (Switzerland)",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85070733094
"Hosseini A., Ghafoori E., Motavalli M., Nussbaumer A., Zhao X.-L., Al-Mahaidi R.","55702158200;35320948400;55910002700;6602876010;55431252800;57203074950;","Flat prestressed unbonded retrofit system for strengthening of existing metallic I-Girders",2018,"Composites Part B: Engineering","155",,,"156","172",,33,"10.1016/j.compositesb.2018.08.026","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051488618&doi=10.1016%2fj.compositesb.2018.08.026&partnerID=40&md5=b1d6af60a8bf900a28142c2b61b821ba","Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology (Empa), Dübendorf, Switzerland; Resilient Steel Structures Laboratory, Swiss Federal Institute of Technology Lausanne (EPFL), Lausanne, Switzerland; Department of Civil and Construction Engineering, Swinburne University of Technology, Melbourne, Australia; Department of Civil Engineering, Monash University, Melbourne, Australia","Hosseini, A., Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology (Empa), Dübendorf, Switzerland, Resilient Steel Structures Laboratory, Swiss Federal Institute of Technology Lausanne (EPFL), Lausanne, Switzerland; Ghafoori, E., Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology (Empa), Dübendorf, Switzerland, Department of Civil and Construction Engineering, Swinburne University of Technology, Melbourne, Australia; Motavalli, M., Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology (Empa), Dübendorf, Switzerland, Department of Civil Engineering, Monash University, Melbourne, Australia; Nussbaumer, A., Resilient Steel Structures Laboratory, Swiss Federal Institute of Technology Lausanne (EPFL), Lausanne, Switzerland; Zhao, X.-L., Department of Civil Engineering, Monash University, Melbourne, Australia; Al-Mahaidi, R., Department of Civil and Construction Engineering, Swinburne University of Technology, Melbourne, Australia","In this study, a novel retrofitting system is developed to strengthen existing metallic I-girders using prestressed unbonded carbon fiber reinforced polymer (CFRP) plates. The system relies on a pair of mechanical clamps. Each clamp holds two CFRP plates (each having cross-sectional dimensions of 50 × 1.4 mm) and anchors their prestressing forces to a metallic I-girder via friction. A finite element (FE) model was established to optimize the design of the required mechanical components, and a set of pull-off tests was performed to evaluate the capacity of the optimized system. The proposed flat prestressed unbonded retrofit (FPUR) system was then applied on a 6.4-m-long steel I-beam, and the excellent performance of the system, in terms of stress reduction in the beam bottom flange, was confirmed based on the results of a set of static four-point bending tests. Moreover, a fatigue four-point bending test was conducted on the steel I-beam, strengthened using the proposed FPUR system with a prestressing level of 53% (i.e., approximately 1120 MPa prestress in the CFRPs). Experimental results of the high-cycle fatigue test confirmed the excellent fatigue performance of the proposed FPUR system, as no prestress loss was observed after 20 million fatigue cycles. An analytical model is proposed to accurately predict the stress state in an I-girder strengthened with the proposed FPUR system, while design recommendations are provided concerning the practical use of the system. Relying on the laboratory experimental test results, the proposed FPUR system was used to strengthen the metallic cross-girders of a 121-year-old bridge in Australia. © 2018 Elsevier Ltd","Analytical modeling; Carbon fiber reinforced polymer; Fatigue; Finite element analysis (FEA); Flat prestressed unbonded retrofit (FPUR) system","Analytical models; Bending tests; Carbon fiber reinforced plastics; Fatigue testing; Fiber reinforced plastics; Finite element method; Metals; Pearlitic transformations; Prestressing; Product design; Reinforced plastics; Reinforcement; Retrofitting; Steel beams and girders; Steel testing; Carbon fiber reinforced polymer; Design recommendations; Fatigue performance; Four-point bending test; High cycle fatigue test; Mechanical components; Pre-stressed; Prestressing forces; Fatigue of materials",,,,,"Australian Research Council, ARC: LP140100543; Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung, SNF: 200021-153609","The authors gratefully acknowledge the financial support provided by the Swiss National Science Foundation (SNSF Project No. 200021-153609 ) and the Australian Research Council (ARC) Linkage Grant ( LP140100543 ). They would also like to thank the technicians of the Structural Engineering Research Laboratory of Empa for their exceptional cooperation in performing the experiments. Finally, support from S&P Clever Reinforcement Company AG, Switzerland, by providing the materials for the current study is acknowledged.",,,,,,,,,,"Zhao, X.L., FRP-strengthened metallic structures (2013), CRC Press; Zhao, X.L., Zhang, L., State-of-the-art review on FRP strengthened steel structures (2007) Eng Struct, 29 (8), pp. 1808-1823; Deng, J., Lee, M.M.K., Moy, S.S.J., Stress analysis of steel beams reinforced with a bonded CFRP plate (2004) Compos Struct, 65 (2), pp. 205-215; Deng, J., Lee, M.M.K., Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate (2007) Compos Struct, 78 (2), pp. 232-242; Schnerch, D., Dawood, M., Rizkalla, S., Sumner, E., Proposed design guidelines for strengthening of steel bridges with FRP materials (2007) Construct Build Mater, 21 (5), pp. 1001-1010; Rizkalla, S., Dawood, M., Schnerch, D., Development of a carbon fiber reinforced polymer system for strengthening steel structures (2008) Composites Part A, 39 (2), pp. 388-397; Mustafa, S.A.A., Moy, S.S.J., Strengthening cast iron struts using carbon fibre reinforced polymers - finite element modelling (2011) Composites Part B: Engineering, 42 (5), pp. 1048-1056; Bassetti, A., Lamelles précontraintes en fibres carbone pour le renforcement de ponts rivetés endommagés fatique (2001), (Ph.D. thesis) EPFL no 2440 Ecole Polytechnique Fédérale de Lausanne Lausanne [in French]; Tavakkolizadeh, M., Saadatmanesh, H., Fatigue strength of steel girders strengthened with carbon fiber reinforced polymer patch (2003) J Struct Eng, 129 (2), pp. 186-196; Deng, J., Lee, M.M.K., Fatigue performance of metallic beam strengthened with a bonded CFRP plate (2007) Compos Struct, 78 (2), pp. 222-231; Täljsten, B., Hansen, C.S., Schmidt, J.W., Strengthening of old metallic structures in fatigue with prestressed and non-prestressed CFRP laminates (2009) Construct Build Mater, 23 (4), pp. 1665-1677; Ghafoori, E., Motavalli, M., Botsis, J., Herwig, A., Galli, M., Fatigue strengthening of damaged metallic beams using prestressed unbonded and bonded CFRP plates (2012) Int J Fatig, 44, pp. 303-315; Colombi, P., Fava, G., Sonzogni, L., Fatigue crack growth in CFRP-strengthened steel plates (2015) Composites Part B: Engineering, 72, pp. 87-96; Ghafoori, E., Motavalli, M., Zhao, X.L., Nussbaumer, A., Fontana, M., Fatigue design criteria for strengthening metallic beams with bonded CFRP plates (2015) Eng Struct, 101, pp. 542-557; Colombi, P., Fava, G., Fatigue crack growth in steel beams strengthened by CFRP strips (2016) Theor Appl Fract Mech, 85, pp. 173-182; Yu, Q.-Q., Wu, Y.-F., Fatigue strengthening of cracked steel beams with different configurations and materials (2016) J Compos Construct, 21 (2). , 04016093; Yu, Q.-Q., Wu, Y.-F., Fatigue retrofitting of cracked steel beams with CFRP laminates (2018), Composite Structures; Wu, C., Zhao, X., Duan, W.H., Al-Mahaidi, R., Bond characteristics between ultra high modulus CFRP laminates and steel (2012) Thin-Walled Struct, 51, pp. 147-157; Wu, C., Zhao, X.-L., Al-Mahaidi, R., Emdad, M.R., Duan, W., Fatigue tests of cracked steel plates strengthened with UHM CFRP plates (2012) Adv Struct Eng, 15 (10), pp. 1801-1815; Ghafoori, E., Motavalli, M., Normal, high and ultra-high modulus CFRP laminates for bonded and un-bonded strengthening of steel beams (2015) Mater Des, 67, pp. 232-243; Wu, C., Zhao, X.L., Al-Mahaidi, R., Emdad, M.R., Duan, W.H., Fatigue tests on steel plates with longitudinal weld attachment strengthened by ultra high modulus carbon fibre reinforced polymer plate (2013) Fatig Fract Eng Mater Struct, 36 (10), pp. 1027-1038; Hosseini, A., Ghafoori, E., Motavalli, M., Nussbaumer, A., Zhao, X.-L., Mode I fatigue crack arrest in tensile steel members using prestressed CFRP plates (2017) Compos Struct, 178, pp. 119-134; Ghafoori, E., Schumacher, A., Motavalli, M., Fatigue behavior of notched steel beams reinforced with bonded CFRP plates: determination of prestressing level for crack arrest (2012) Eng Struct, 45, pp. 270-283; Ghafoori, E., Motavalli, M., Nussbaumer, A., Herwig, A., Prinz, G., Fontana, M., Determination of mini-mum CFRP pre-stress levels for fatigue crack prevention in retrofitted metallic beams (2015) Eng Struct, 84, pp. 29-41; Hosseini, A., Ghafoori, E., Motavalli, M., Nussbaumer, A., Al-Mahaidi, R., Terrasi, G., (2017), A novel mechanical clamp for strengthening of steel members using prestressed CFRP plates. In Fourth conference on smart monitoring, assessment and rehabilitation of civil structures (SMAR 2017), Zurich, 13-15 September; Hosseini, A., Ghafoori, E., Motavalli, M., Nussbaumer, A., Zhao, X.-L., (2016), pp. 1179-86. , Stress analysis of unbonded and bonded prestressed CFRP-strengthened steel plates. In: Proceedings of 8th international conference on fiber reinforced polymer (FRP) composites in civil engineering (CICE2016). Hong Kong, 14-16 December; Hosseini, A., Wellauer, M., Ghafoori, E., Sadeghi Marzaleh, A., Motavalli, M., (2017), An experimental investigation into bond behavior of prestressed CFRP to steel substrate. In Fourth conference on smart monitoring, assessment and rehabilitation of civil structures (SMAR 2017), Zurich, 13-15 September; Hosseini, A., Barbezat, M., Michels, J., Ghafoori, E., Motavalli, M., Terrasi, G., (2018), Glass transition evaluation of commercially available epoxy adhesives for strengthening of steel structures with bonded CFRP plates. 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"Bautista-De Castro Á., Sánchez-Aparicio L.J., Ramos L.F., Sena-Cruz J., González-Aguilera D.","57196257348;56338276500;7202179975;57192386612;24477009700;","Integrating geomatic approaches, Operational Modal Analysis, advanced numerical and updating methods to evaluate the current safety conditions of the historical Bôco Bridge",2018,"Construction and Building Materials","158",,,"961","984",,33,"10.1016/j.conbuildmat.2017.10.084","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032434179&doi=10.1016%2fj.conbuildmat.2017.10.084&partnerID=40&md5=7315b7807599b9f2698f07a754746f01","Department of Cartographic and Land Engineering, University of Salamanca, High Polytechnic School of Ávila, Hornos Caleros, 50, Ávila, 05003, Spain; ISISE, Department of Civil Engineering, University of Minho, Campus de Azurém, Guimarães, 4800-058, Portugal","Bautista-De Castro, Á., Department of Cartographic and Land Engineering, University of Salamanca, High Polytechnic School of Ávila, Hornos Caleros, 50, Ávila, 05003, Spain; Sánchez-Aparicio, L.J., Department of Cartographic and Land Engineering, University of Salamanca, High Polytechnic School of Ávila, Hornos Caleros, 50, Ávila, 05003, Spain; Ramos, L.F., ISISE, Department of Civil Engineering, University of Minho, Campus de Azurém, Guimarães, 4800-058, Portugal; Sena-Cruz, J., ISISE, Department of Civil Engineering, University of Minho, Campus de Azurém, Guimarães, 4800-058, Portugal; González-Aguilera, D., Department of Cartographic and Land Engineering, University of Salamanca, High Polytechnic School of Ávila, Hornos Caleros, 50, Ávila, 05003, Spain","This paper proposes a multidisciplinary approach, combining the terrestrial laser scanner, ambient vibration tests and minor destructive tests, to characterize an early reinforced concrete bridge in Portugal: the Bôco Bridge. All methods are complemented by advanced numerical simulations and a coarse to fine calibration strategy, based on the Douglas-Reid and the non-linear least squares approaches. Results obtained corroborate the robustness of the proposed approach, with an average relative error in frequencies of 1.2% and an average modal assurance criterion of 0.91. Considering this model, its current safety conditions were evaluated, obtaining a minimum safety factor of 2.1. © 2017 Elsevier Ltd","Ambient vibration tests; Finite element model updating; Historical bridge; Reinforcement concrete; Structural damage; Terrestrial laser scanner","Concretes; Laser applications; Least squares approximations; Modal analysis; Numerical methods; Reinforced concrete; Safety factor; Scanning; Surveying instruments; Vibration analysis; Ambient vibration test; Finite-element model updating; Historical bridges; Reinforcement concrete; Structural damages; Terrestrial laser scanners; Finite element method",,,,,"SOE1/P5/P0258; Fundação para a Ciência e a Tecnologia, FCT: POCI-01-0145-FEDER-007633; Ministerio de Economía y Competitividad, MINECO: PCIN-2015-071; European Regional Development Fund, FEDER; Fundació Catalana de Trasplantament, FCT; Programa Operacional Temático Factores de Competitividade, POFC","This work was financed by ERDF funds through the V Sudoe Interreg program within the framework of the HeritageCARE project, Ref. SOE1/P5/P0258 and the Competitiveness Factors Operational Programme – COMPETE. This research has been also partially supported by CHT2 – Cultural Heritage through Time – funded by JPI CH Joint Call and supported by the Ministerio de Economia y Competitividad, Ref. PCIN-2015-071 and by national funds through FCT – Foundation for Science and Technology within the scope of the project POCI-01-0145-FEDER-007633.",,,,,,,,,,"González-Jorge, H., Gonzalez-Aguilera, D., Rodriguez-Gonzalvez, P., Arias, P., Monitoring biological crusts in civil engineering structures using intensity data from terrestrial laser scanners (2012) Constr. Build. Mater., 31, pp. 119-128; Leonhardt, F., (1984), Bridges ISBN: 0-262-12105-0; Hellebois, A., Launoy, A., Pierre, C., De Lanève, M., Espion, B., 100-year-old Hennebique concrete, from composition to performance (2013) Constr. Build. 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Struct., 40, pp. 413-435; Türker, T., Bayraktar, A., Structural safety assessment of bowstring type RC arch bridges using ambient vibration testing and finite element model calibration (2014) Measurement, 58, pp. 33-45; Sánchez-Aparicio, L.J., Ramos, L.F., Sena-Cruz, J., Barros, J.O., Riveiro, B., Experimental and numerical approaches for structural assessment in new footbridge designs (SFRSCC–GFPR hybrid structure) (2015) Compos. Struct., 134, pp. 95-105; Zordan, T., Briseghella, B., Liu, T., Finite element model updating of a tied-arch bridge using Douglas-Reid method and Rosenbrock optimization algorithm (2014) J. Traffic Transp. Eng. (English Edition), 1 (4), pp. 280-292; Publicas, M.D.O., (1962), “Ponte do Bôco” Direcção Geral dos Serviços de Urbanização; Yoon, H., Song, H., Park, K., A phase-shift laser scanner based on a time-counting method for high linearity performance (2011) Rev. Sci. 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Pac., 118 (842), p. 560; Guskov, I., Wood, Z.J., (2001), Topological noise removal Graphics Interface Proceedings: Ottawa, Canada, 19 (2001); Brincker, R., Zhang, L., Andersen, P., (2000), Modal identification from ambient responses using frequency domain decomposition, Proc. of the 18*‘International Modal Analysis Conference (IMAC), San Antonio, Texas; Standard, L.P., (1993), E397–1993, OPC concrete: Determination of elastic modulus in compression; EN, N., 12390-3: 2003–Ensaios do betão endurecido, Resistência à compressão dos provetes. Lisboa; de Normalisation, C.E., EN 1992–1–1 Eurocode 2: Design of Concrete Structures, Part I-1: Generai Rules and Rules for Buildings (2004), CEN Brussels; Chouw, N., Pipinato, A., Dynamics of bridge structures (2016) Innovative Bridge Des. Handb., pp. 127-153; Diana, T., (2005), DIANA-finite element analysis, The Netherlands; Kasahara, A., Matsuno, S., (1988), pp. 142-147. , Estimation of apparent elastic modulus of concrete block layer, Proceedings of 3rd International Conference on Concrete Block Paving,; Allemang, R.J., The modal assurance criterion–twenty years of use and abuse (2003) Sound vib., 37 (8), pp. 14-23; Simoen, E., De Roeck, G., Lombaert, G., Dealing with uncertainty in model updating for damage assessment: a review (2015) Mech. Syst. Sig. Process., 56, pp. 123-149; Myers, L., Sirois, M.J., Spearman Correlation Coefficients, Differences Between (2006) Wiley StatsRef: Statistics Reference Online; McKay, M.D., Beckman, R.J., Conover, W.J., Comparison of three methods for selecting values of input variables in the analysis of output from a computer code (1979) Technometrics, 21 (2), pp. 239-245; Douglas, B.M., Reid, W.H., Dynamic tests and system identification of bridges (1982) J.Struct. Div., 108 (ST10); Goldberg, D.E., Genetic algorithms, Pearson Education India 2006 ISBN: 817758829X, 9788177588293; Chen, X., Omenzetter, P., Beskhyroun, S., (2014), Calibration of the Finite Element Model of a Twelve-Span Prestressed Concrete Bridge Using Ambient Vibration Data, EWSHM-7th European Workshop on Structural Health Monitoring; Jung, D.-S., Kim, C.-Y., Finite element model updating on small-scale bridge model using the hybrid genetic algorithm (2013) Struct. Infrastruct. Eng., 9 (5), pp. 481-495; Costa, C., Ribeiro, D., Jorge, P., Silva, R., Arêde, A., Calçada, R., Calibration of the numerical model of a stone masonry railway bridge based on experimentally identified modal parameters (2016) Eng. Struct., 123, pp. 354-371; Institution, B.S., Eurocode 0 - Basis of structural design, BSI2004; (2007), E. STN Eurocode 1: Actions on structures, Part 1–1: General actions, Densities, self-weight, imposed loads for buildings, Slovak Office of Standards, Metrology and Testing; Eurocode, C., (2003), 1: Actions on structures, Part 2: Traffic loads on bridges, Brussels: European Standard EN 2 (1991); Hendy, C.R., Smith, D.A., Designers' guide to EN 1992–2: Eurocode 2: design of concrete structures (2007) Concr. Bridges, , Thomas Telford; Miranda, H., Azevedo, Á.F., Sena-Cruz, J., Cálculo orgânico de secções quaisquer em flexão desviada segundo o Eurocódigo 2 (2008) Encontro Nacional Betão Estrutural 2008: Actas, pp. 1-10; EN, N., (1998), 1 (2010) Eurocódigo 8: Projecto de estruturas para resistência aos sismos, Parte 1: Regras gerais, acções sísmicas e regras para edifícios, Lisboa: IPQ. 230p","Sánchez-Aparicio, L.J.; Department of Cartographic and Land Engineering, Hornos Caleros, 50, Spain; email: luisj@usal.es",,,"Elsevier Ltd",,,,,09500618,,CBUME,,"English","Constr Build Mater",Article,"Final","",Scopus,2-s2.0-85032434179
"Pachón P., Castro R., García-Macías E., Compan V., Puertas E.","55932249500;55775365000;56939045400;7005434464;56432860600;","E. Torroja's bridge: Tailored experimental setup for SHM of a historical bridge with a reduced number of sensors",2018,"Engineering Structures","162",,,"11","21",,30,"10.1016/j.engstruct.2018.02.035","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044625868&doi=10.1016%2fj.engstruct.2018.02.035&partnerID=40&md5=88b01ce30a6b45e6450e2f31966f4600","Dept. of Continuum Mechanics, Universidad de Sevilla, Avenida Reina Mercedes, Sevilla, 41012, Spain; Dept. of Mechanics, Universidad de Córdoba, Campus de Rabanales, Cordoba, 14071, Spain; Department of Continuum Mechanics and Structural Analysis, Universidad de Sevilla, Camino de los Descubrimientos s/n, Seville, 41092, Spain; Dept. of Mechanical Structures and Hydraulic Engineering, Universidad de Granada, Avenida Fuentenueva, Granada, 18001, Spain","Pachón, P., Dept. of Continuum Mechanics, Universidad de Sevilla, Avenida Reina Mercedes, Sevilla, 41012, Spain; Castro, R., Dept. of Mechanics, Universidad de Córdoba, Campus de Rabanales, Cordoba, 14071, Spain; García-Macías, E., Department of Continuum Mechanics and Structural Analysis, Universidad de Sevilla, Camino de los Descubrimientos s/n, Seville, 41092, Spain; Compan, V., Dept. of Continuum Mechanics, Universidad de Sevilla, Avenida Reina Mercedes, Sevilla, 41012, Spain; Puertas, E., Dept. of Mechanical Structures and Hydraulic Engineering, Universidad de Granada, Avenida Fuentenueva, Granada, 18001, Spain","This paper presents the design of an experimental setup with a reduced number of sensors for the structural health monitoring of the historical bridge of Posadas (Córdoba, Spain), designed by the eminent engineer Eduardo Torroja in 1957. The motivation of this study stems from the need for safeguarding this piece of cultural heritage. In particular, the singularity of this historical construction, a steel–concrete composite typology consisting of a concrete deck slab and inverted bowstring steel trusses, makes continuous in-service condition assessment essential for its maintenance. Nevertheless, the application of existing continuous monitoring systems to such large-scale structures entails considerable investments as well as complex signal processing algorithms. Whereby the optimization of the number of sensors and their location is of the utmost interest. In this line, this work presents the application of an Optimal Sensor Placement (OSP) methodology to tailor an experimental setup for a cost-efficient continuous monitoring of the E. Torroja's bridge. Due to the fact that most OSP approaches are model-based, it is essential to count on a sufficiently accurate numerical model. To this aim, an extensive vibration-based operational modal analysis is first conducted with a large number of accelerometers. Afterward, a three-dimensional finite element model of the E. Torroja's bridge is updated on the basis of the experimentally identified dynamic properties with a genetic optimization algorithm. Finally, an optimal sensor placement methodology is utilized to design an experimental setup with a limited number of sensors for long-term monitoring purposes. The results demonstrate that few sensors are needed to accurately assess the main resonant frequencies and mode shapes. © 2018 Elsevier Ltd","Ambient vibration; Cultural heritage; Genetic algorithm; Historical constructions; Operational modal analysis; Optimal sensor placement; Structural Health Monitoring","Concretes; Finite element method; Genetic algorithms; Modal analysis; Monitoring; Natural frequencies; Signal processing; Structural health monitoring; Three dimensional computer graphics; Vibration analysis; Ambient vibrations; Cultural heritages; Historical construction; Operational modal analysis; Optimal sensor placement; Bridges; bridge; bridge construction; cultural heritage; genetic algorithm; health monitoring; sensor; vibration; Andalucia; Cordoba [Andalucia]; Spain",,,,,"Ministerio de Educación, Cultura y Deporte, MECD: FPU13/04892","The authors are pleased to acknowledge the Regional Government of Andalusia, for the support and the availability supplied during the experimental campaign. On the other hand, we cannot forget the help given by the researches of the investigation groups TEP-167 and TEP-245 of the Universities of Granada and Seville, respectively. E. G-M was also supported by a FPU contract-fellowship from the Spanish Ministry of Education Ref: FPU13/04892 .",,,,,,,,,,"Türker, T., Bayraktar, A., Structural safety assessment of bowstring type RC arch bridges using ambient vibration testing and finite element model calibration (2014) Measurement, 58, pp. 33-45; Torres, W., Almazán, J.L., Sandoval, C., Boroschek, R., Operational modal analysis and FE model updating of the metropolitan cathedral of santiago, chile (2017) Eng Struct, 143, pp. 169-188; Pepi, C., Gioffrè, M., Comanducci, G., Cavalagli, N., Bonaca, A., Ubertini, F., Dynamic characterization of a severely damaged historic masonry bridge (2017) Proc Eng, 199, pp. 3398-3403; Conde, B., Ramos, L.F., Oliveira, D.V., Riveiro, B., Solla, M., Structural assessment of masonry arch bridges by combination of non-destructive testing techniques and three-dimensional numerical modelling: application to Vilanova bridge (2017) Eng Struct, 148, pp. 621-638; Gentile, C., Saisi, A., Operational modal testing of historic structures at different levels of excitation (2013) Construct Build Mater, 48, pp. 1273-1285; Altunişik, A.C., Bayraktar, A., Sevim, B., Birinci, F., Vibration-based operational modal analysis of the Mikron historic arch bridge after restoration (2011) Civil Eng Environ Syst, 28 (3), pp. 247-259; Torroja, E., (2008), Razón y ser de los tipos estructurales. Consejo Superior de Investigaciones Científicas;; García-Macías, E., Castro-Triguero, R., Gallego, R., Carretero, J., (2015) Proceedings of the society for experimental mechanics series, pp. 147-55. , Ambient vibration testing of historic steel-composite bridge, the E. Torroja bridge, for structural identification and finite element model updating. In: Conference Springer International Publishing;; (2015), Dassault Systemes S. Abaqus/CAE 6.13 User's Guide;; Ramos, J.L.S., (2007), Damage identification on masonry structures based on vibration signatures, Ph.D. thesis. Universidade do Minho;; Rodrigues, J., (2004), Identificação modal estocastica, metodos de analise e aplicações em estruturas de engenharia civil, Ph.D. thesis. Engineering Faculty of University of Porto;; Ramos, L., Marques, L., Lourenço, P., Roeck, G.D., Campos-Costa, A., Roque, J., Monitoring historical masonry structures with operational modal analysis: two case studies (2010) Mech Syst Sig Process, 24 (5), pp. 1291-1305; Solutions, S.V., (2015), Artemis modal 5.0. User's Guide;; Wang, T., Celik, O., Catbas, F., Zhang, L., A frequency and spatial domain decomposition method for operational strain modal analysis and its application (2016) Eng Struct, 114, pp. 104-112; Brincker, R., Zhang, L., Andersen, P., Modal identification of output-only systems using frequency domain decomposition (2001) Smart Mater Struct, 10 (3), pp. 441-445; Peeters, B., Roeck, G.D., Reference-based stochastic subspace identification for output-only modal analysis (1999) Mech Syst Sig Process, 13 (6), pp. 855-878; Peeters, B., Roeck, G.D., Stochastic system identification for operational modal analysis: a review (2001) J Dynam Syst, Measur, Control, 123 (4), p. 659; Allemang, R.J., Brown, D.L., (1983), A correlation coefficient for modal vector analysis. In: International modal analysis conference;; Brewick, P., Smyth, A., An investigation of the effects of traffic induced local dynamics on global damping estimates using operational modal analysis (2013) Mech Syst Sig Process, 41 (1-2), pp. 433-453; Pachón, P., Compán, V., Rodríguez-Mayorga, E., Sáez, A., Control of structural intervention in the area of the Roman Theatre of Cadiz (Spain) by using non-destructive techniques (2015) Construct Build Mater, 101, pp. 572-583; Teughels, A., (2003), Inverse modelling of civil engineering structures based on operational modal data, Ph.D. thesis. University of Leuven;; (2015), MathWorks, MATLAB R2015a. User's Guide;; Triguero, R.C., Murugan, S., Gallego, R., Friswell, M.I., Robustness of optimal sensor placement under parametric uncertainty (2013) Mech Syst Sig Process, 41 (1-2), pp. 268-287; Meo, M., Zumpano, G., On the optimal sensor placement techniques for a bridge structure (2005) Eng Struct, 27 (10), pp. 1488-1497; Kammer, D., Yao, L., Enhancement of on orbit modal identification of large space structures through sensor placement (1994) J Sound Vib, 171 (1), pp. 119-139","Pachón, P.; Dept. of Continuum Mechanics, Avenida Reina Mercedes, Spain; email: ppachon@us.es",,,"Elsevier Ltd",,,,,01410296,,ENSTD,,"English","Eng. Struct.",Article,"Final","",Scopus,2-s2.0-85044625868
"Kowal M., Szala M.","57193064963;56545535000;","Diagnosis of the microstructural and mechanical properties of over century-old steel railway bridge components",2020,"Engineering Failure Analysis","110",,"104447","","",,27,"10.1016/j.engfailanal.2020.104447","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85079898693&doi=10.1016%2fj.engfailanal.2020.104447&partnerID=40&md5=79e3b39b2a86c4affed3b698aae90ef8","Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Roads and Bridges, Nadbystrzycka 40, Lublin, 20-816, Poland; Lublin University of Technology, Faculty of Mechanical Engineering, Department of Materials Engineering, Nadbystrzycka 36D, Lublin, 20-816, Poland","Kowal, M., Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Roads and Bridges, Nadbystrzycka 40, Lublin, 20-816, Poland; Szala, M., Lublin University of Technology, Faculty of Mechanical Engineering, Department of Materials Engineering, Nadbystrzycka 36D, Lublin, 20-816, Poland","The mechanical and microstructural properties as well as durability of more than century-old steel railway bridges that are still widely in use, among others in Poland, have not been well recognized. Ignoring the effect of material and mechanical properties on the operation of an old-steel bridge may eventually lead to the structure's failure. This study investigates the reliability of a 100-year-old bridge made of wrought (puddled) iron. The aim of this study is to identify the microstructural and mechanical properties of over century-old steel bridge components in relation to the requirements for modern mild steel grades. The paper presents an analysis of the material and mechanical behaviour of a truss railway bridge that had been in operation for over a century. Laboratory tests were performed on samples taken from the component parts of a dismantled railway bridge, i.e. stringers, crossbars, lower belts, stringer bracings and wind bracing. Fatigue, fracture, hardness and tensile tests are performed to estimate the mechanical properties of the investigated steel bridge component parts. Spectroscopy is used to examine the chemical composition of every element. Light optical microscopy and scanning electron microscopy are employed to examine the microstructure of the steel component parts and its non-uniformities. Scanning electron microscopy (SEM) and energy dispersive X-ray spectroscopy (EDS) are used to obtain data about the fracture mechanism and the chemical composition of non-metallic inclusions. Microstructural and mechanical results are discussed in relation to modern mild steel grades S355 and S235, which are widely used structural ferrous alloys. Based on the chemical composition analysis, the possibilities of increasing the strength of the bridge by welding methods and the application of fibre-reinforced polymer (FRP) composite materials are discussed. Obtained results add to the body of knowledge about the maintenance, reinforcement and demolition of bridge structures, which is crucial for preventing failure of over 100-year-old steel structures. This research is an introduction to the study on reinforcing old steel structures by FRP composite materials. © 2020 The Authors","Fractography; Mechanical testing; Microstructure; Old steel; Railway bridge; Structure","Bridge components; Chemical analysis; Energy dispersive spectroscopy; Fiber reinforced plastics; Fractography; Fracture mechanics; Low carbon steel; Mechanical properties; Mechanical testing; Microstructure; Railroad bridges; Railroads; Reinforcement; Scanning electron microscopy; Steel bridges; Steel research; Steel structures; Stringers; Structural properties; Structure (composition); Tensile testing; Chemical composition analysis; Chemical compositions; Energy dispersive X ray spectroscopy; Fibre reinforced polymer composite (FRP); Light optical microscopies; Micro-structural properties; Non-metallic inclusions; Railway bridges; Failure (mechanical)",,,,,"S-50/B/2015, S-50/B/2016, S-50/B/2017, S-50/B/2018; Beijing University of Civil Engineering and Architecture, BUCEA","The research was financed in the framework of statutory measures of the Department of Roads and Bridges of the Faculty of Civil Engineering and Architecture at the Lublin University of Technology (S-50/B/2015; S-50/B/2016; S-50/B/2017; S-50/B/2018).",,,,,,,,,,"Cremona, C., Eichler, B., Johansson, B., Larsson, T., Improved assessment methods for static and fatigue resistance of old metallic railway bridges (2013) J. Bridge Eng., 18, pp. 1164-1173; de Jesus, A.M.P., da Silva, A.L.L., Figueiredo, M.V., Correia, J.A.F.O., Ribeiro, A.S., Fernandes, A.A., Strain-life and crack propagation fatigue data from several Portuguese old metallic riveted bridges (2011) Eng. Fail. Anal., 18, pp. 148-163; Kowal, M., (2016), http://bc.pollub.pl/dlibra/publication/13169, Wzmacnianie elementów konstrukcji stalowych węglowymi taśmami kompozytowymi (in Polish)/Strengthening of steel construction elements with carbon composite strips (accessed November 9, 2018); Hołowaty, J., Wichtowski, B., Properties of steel in railway bridge constructed in 1887 (2016) Roads Bridges - Drogi i Mosty., 14, pp. 271-283; Wichtowski, B., Woźniak, Z., Właściwości normalizowanej stali zlewnej mostu kolejowego po 75 latach eksploatacji (in Polish)/Properties of normalized cast steel of the railway bridge after 75 years of exploitation (2015) Przegląd Spawalnictwa – Weld. Technol. Rev., 87, pp. 110-114; Siriwardane, S.C., Vibration measurement-based simple technique for damage detection of truss bridges: A case study (2015) Case Stud. Eng. Fail. Anal., 4, pp. 50-58; Wichtowski, B., Jasiński, W., Mikrostrukturalne procesy degradacyjne normalizowanej stali zlewnej z mostu kolejowego (in Polish)/ Microstructural degradation processes normalized cast steel from railway bridge (2015) Przegląd Spawalnictwa – Weld. Technol. Rev., 87, pp. 94-99; Pawłowski, K., Włóka, A., Influence of impact strength of steel on the repair and usage possibilities of civil engineering structures (2016), https://doi.org/10.22616/CE.2018.004, 7th International Conference on Safety and Durability of Structures ICOSADOS 2016 May 10 - 12, 2016, UTAD, Portugal; (2011), Structural steels in old railway bridges analized by hardness and chemical content, in: Conference Materials of XXV Conf. Construction Failures, 2011 Międzyzdroje, Poland; Hołowaty, J., Wichtowski, B., Problemy spawalnicze przy modernizacji starych mostów kolejowych (in Polish)/ Welding issues in retrofitting of old railway bridges (2015) Przegląd Spawalnictwa - Weld. Technol. Rev., 87, pp. 45-51; Luke, S., Strengthening structures with carbon fibre plates case histories for Hythe bridge, Oxford and Qafco Prill tower, Qatar, NGCC first annual conference and AGM – Composites in construction, through life performance. 30-31 October 2001, BRE, Watford, UK, (n.d.); Moy, S.S.J., Bloodworth, A.G., Strengthening a steel bridge with CFRP composites (2007), ICE Proceedings - Structures and Buildings 160/SB2, 81–93, (n.d.); Farmer, N., Smith, I., King Street Railway bridge – strengthening of cast iron girders with FRP composites (2001), Proc. 9th Int'l Conference on Structural Faults and Repairs, 4th – 6th July 2001, London., n.d; Lesiuk, G., Correia, J.A.F.O., De Jesus, A.M.P., Kucharski, P., Fatigue crack propagation behavior of old puddle iron including crack closure effects (2016) Procedia Struct. Integrity, 2, pp. 3218-3225; PN-EN 10025-2:2007 - Hot rolled products of structural steels. General technical delivery conditions, n.d; PN-89/H-84023/04 Stal określonego zastosowania -Gatunki (in Polish)/Steel for specific applications - grades, n.d; Pilarczyk, J., (2008), Poradnik inżyniera: spawalnictwo (in Polish)/Engineering handbook: welding, Wydawnictwa Naukowo-Techniczne, Poland; Hołowaty, J., Wichtowski, B., Strength assessment of structural steels in historic bridges by NDT (2016) Przegląd Spawalnictwa., 10, pp. 51-56; Singh, R., Chapter 5 - Production of Steel (2016), pp. 37-55. , https://doi.org/10.1016/B978-0-12-804176-5.00005-0, R. Singh (Ed.), Applied Welding Engineering, second ed., Butterworth-Heinemann; Lacalle, R., Álvarez, J.A., Ferreño, D., Portilla, J., Ruiz, E., Arroyo, B., Gutiérrez-Solana, F., Influence of the flame straightening process on microstructural, mechanical and fracture properties of S235 JR, S460 ML and S690 QL structural steels (2013) Exp Mech., 53, pp. 893-909; Sieber, L., Kilian, A., Flederer, H., Göbel, G., Steinhauser, M., Weldability of old mild steels in maintenance of historical steel structures (2017) Procedia Struct. Integ., 5, pp. 1011-1018; Menzemer, C.C., Srivatsan, T.S., Ortiz, R., Al-Hajri, M., Petraroli, M., Influence of temperature on impact fracture behavior of an alloy steel (2001) Mater. Des., 22, pp. 659-667; Pacyna, J., Dabrowski, R., Rozniata, E., Kokosza, A., Dziurka, R., Microstructure and mechanical properties of structural steel after dynamic cold working deformation (2014) Arch. Metall. Mater., 59, pp. 1699-1703; Macek, W., Fractal analysis of the bending-torsion fatigue fracture of aluminium alloy (2019) Eng. Fail. Anal., 99, pp. 97-107; Macek, W., Post-failure fracture surface analysis of notched steel specimens after bending-torsion fatigue (2019) Eng. Fail. Anal., 105, pp. 1154-1171; Madaj, A., Wołowicki, I.V., (1995), Construction and maintenance of bridges. Publishing House for Communication and Communications, Warsaw (n.d.); Caglayan, B.O., Ozakgul, K., Tezer, O., Fatigue life evaluation of a through-girder steel railway bridge (2009) Eng. Fail. Anal., 16, pp. 765-774; Mark, N., Amir, F., Structural GFRP permanent forms with T-shape ribs for bridge decks supported by precast concrete girders (2013) J. Bridge Eng., 18, pp. 813-826; Kowal, M., Hypki, M., Numerical analyses of adhesive-bonded joints in steel I-beams reinforced with CFRP strips (2017) ITM Web Conf., 15, p. 07007","Kowal, M.; Lublin University of Technology, Nadbystrzycka 40, Poland; email: m.kowal@pollub.pl",,,"Elsevier Ltd",,,,,13506307,,EFANE,,"English","Eng. Fail. Anal.",Article,"Final","All Open Access, Hybrid Gold",Scopus,2-s2.0-85079898693
"D’Amato M., Laterza M., Casamassima V.M.","57208783226;9278246500;57194681902;","Seismic performance evaluation of a multi-span existing masonry arch bridge",2017,"Open Civil Engineering Journal","11","11",,"1191","1207",,25,"10.2174/1874149501711011191","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042846955&doi=10.2174%2f1874149501711011191&partnerID=40&md5=ac35faf645482416016c012c77121d16","Department of European and Mediterranean Cultures, Architecture, Environment, Cultural Heritage, University of Basilicata, Matera, Italy","D’Amato, M., Department of European and Mediterranean Cultures, Architecture, Environment, Cultural Heritage, University of Basilicata, Matera, Italy; Laterza, M., Department of European and Mediterranean Cultures, Architecture, Environment, Cultural Heritage, University of Basilicata, Matera, Italy; Casamassima, V.M., Department of European and Mediterranean Cultures, Architecture, Environment, Cultural Heritage, University of Basilicata, Matera, Italy","Introduction: Existing old masonry arch bridges represent an architectural and cultural heritage of inestimable value because most of them were built in the last century and are still in service. They represent a very important part of roads and railways networks, having also an important strategic role. They are actually serving roads characterized by transit loads definitively heavier and more frequent than the ones of the past. Moreover, very often maintenance absence and material worn away, increased by the way by the environmental conditions, accelerate more and more the elements deterioration with a consequent loss of integrity and reduction of their carrying capacity. Methods: In this paper the seismic assessment of an old multi span masonry arch bridge still in service is evaluated. The bridge, located in Southern Italy, was built before the Second World War and crosses the “Cavone” River, from which it takes the name. Results and Conclusion: A series of numerical analyses are performed in order to evaluate its seismic performance and the model sensitivity with respect to the assumed masonry mechanical properties. © 2017 D’Amato et al.","Brick masonry; Existing bridges; Masonry arch; Nonlinear analyses; Seismic assessment; Structural interventions",,,,,,,"The authors gratefully acknowledge the Department of Transportation of the Matera Province that financially supported this work.",,,,,,,,,,"Tomor, A., Life-cycle assessment and deterioration models for masonry arch bridges (2013) Sustainable City VIII, 1, pp. 535-546. , http://dx.doi.org/10.2495/SC130451; Rota, M., Pecker, A., Bolognini, D., Pinho, R., A methodology for seismic vulnerability of masonry arch bridge walls (2005) J. Earthquake Eng., 9 (2), pp. 331-353. , http://dx.doi.org/10.1142/S1363246905002432; (2008) Norme Tecniche per le Costruzioni, p. 29. , Ministerial Decree (M.D.) 14/01/2008, S.O. n. 30 of the Official Gazette of the Italian Republic; (2003) Eurocode 8, Design of structures for earthquake resistance, , Part 1: General rules, seismic actions and rules for buildings, Brussels; (1996), ATC-40, Seismic evaluation and retrofit of concrete buildings, Applied Technology Council, Report n. SSC 96-01, USA; (1997) FEMA Publication 273-274, NEHRP Guidelines for the Seismic Rehabilitation of Buildings, , Washington D.C; Pelà, L., Aprile, A., Benedetti, A., Seismic Assessment of masonry arch bridges (2009) Eng. Struct., 31 (8), pp. 1777-1788. , http://dx.doi.org/10.1016/j.engstruct.2009.02.012; Laterza, M., D’Amato, M., Casamassima, V.M., Stress-life curves method for fatigue assessment of ancient brick arch bridges (2017) Int. J. Archit. Herit., 11 (6), pp. 1-16. , http://dx.doi.org/10.1080/15583058.2017.1315621; (2009) Instructions for the application of the Ministerial Decree (M.D.) 14/01/2008, p. 617. , Circolare 2 Febbraio, Istruzioni per l’applicazione delle Nuove Norme Tecniche per le Costruzioni di cui al D.M. 14 Gennaio 2008, S.O. n. 27 of the Official Gazette of the Italian Republic published on 26/02/2009, n. 47; Bridge, C.S., (2015) Computers and Structures., , CSI Berkeley: California, USA; Laterza, M., D’Amato, M., Casamassima, V.M., Seismic performance evaluation of multi-span existing masonry arch bridge 14th International Conference of Numerical Analysis and Applied Mathematics 2016 (ICNAAM 2016), , http://dx.doi.org/10.1063/1.4992619, 2017 article number 450010 Vol. 1863 of AIP Conference Proceedings, Published on 21 July; CNR-DT 200 R1/2013, Istruzioni per la Progettazione, l’Esecuzione ed il Controllo di Interventi di Consolidamento Statico mediante l’utilizzo di Compositi Fibrorinforzati, Materiali, strutture di c.a. e di c.a.p., strutture murarie.; Chen, W.F., Han, D.J., (2007) Plasticity for structural engineers. J., , Ross publishing","D’Amato, M.; Department of European and Mediterranean Cultures, Italy; email: michele.damato@unibas.it",,,"Bentham Science Publishers B.V.",,,,,18741495,,,,"English","Open Civ. Eng. J.",Article,"Final","All Open Access, Hybrid Gold, Green",Scopus,2-s2.0-85042846955
"Pepi C., Gioffrè M., Comanducci G., Cavalagli N., Bonaca A., Ubertini F.","57193320560;7004031279;56479094800;24075415000;56083502400;55891659200;","Dynamic characterization of a severely damaged historic masonry bridge",2017,"Procedia Engineering","199",,,"3398","3403",,23,"10.1016/j.proeng.2017.09.579","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029902239&doi=10.1016%2fj.proeng.2017.09.579&partnerID=40&md5=ecc38b8219ada513b01b2ca638c1b179","Department of Civil and Environmental Engineering, University of Perugia, Via G. Duranti 93, Perugia, 06125, Italy; BQT S.n.c, Via Curtatone 26, Solomeo di Corciano, Perugia, 06073, Italy","Pepi, C., Department of Civil and Environmental Engineering, University of Perugia, Via G. Duranti 93, Perugia, 06125, Italy; Gioffrè, M., Department of Civil and Environmental Engineering, University of Perugia, Via G. Duranti 93, Perugia, 06125, Italy; Comanducci, G., Department of Civil and Environmental Engineering, University of Perugia, Via G. Duranti 93, Perugia, 06125, Italy; Cavalagli, N., Department of Civil and Environmental Engineering, University of Perugia, Via G. Duranti 93, Perugia, 06125, Italy; Bonaca, A., BQT S.n.c, Via Curtatone 26, Solomeo di Corciano, Perugia, 06073, Italy; Ubertini, F., Department of Civil and Environmental Engineering, University of Perugia, Via G. Duranti 93, Perugia, 06125, Italy","The paper presents the preliminary results of an ongoing research on a masonry arch bridge in the neighborhood of Todi (Umbria, Italy). A multidisciplinary approach integrating geometric survey, dynamic testing and numerical modeling is presented aimed to assess the structural performance of the ancient bridge. A photogrammetric survey based on high resolution images provided by UAV (Unmanned Aerial Vehicle) has been processed in order to obtain a 3D numerical model and to map the crack layout. Ambient and forced vibration tests have been carried out using laser vibrometer, radar interferometer and seismic accelerometers. Experimental data have been processed by operational modal analysis and the results have been compared with the numerical results given by a simplified model. © 2017 The Authors. Published by Elsevier Ltd.","Architectural heritage; Dynamic identification; Experimental tests; Image-based survey; Masonry arch bridge; Operational Modal Analysis","Arches; Image processing; Integration testing; Masonry bridges; Masonry construction; Masonry materials; Modal analysis; Numerical models; Structural analysis; Structural dynamics; Surveys; Unmanned aerial vehicles (UAV); Architectural heritage; Dynamic identification; Experimental test; Image-based; Masonry arch bridges; Operational modal analysis; Arch bridges",,,,,"Agenzia Sanitaria Regionale Abruzzo","This work was financially supported by Agenzia Forestale Regionale dell’Umbria through the project ”Caratter-izzazione dinamica del ponte in muratura in Frazione Pesciano di Todi (PG)”. These Authors acknowledge Carlo Intotaro, Droinwork APR Aerial service, and and Panoptes s.r.l. for their support with the drones activities. These Authors also wish to thank Ing. Silvia Grassi, Studio Associato Grassi, and Ing. Stefano Biondini, Studio Tecnico Biondini e Corradi Associati, for their contribution to this research activity.",,,,,,,,,,"Gioffrè, M., Gusella, V., Cluni, F., Performance evaluation of monumental bridges: Testing and monitoring 'ponte delle torri' in spoleto (2008) Structure and Infrastructure Engineering, 4, pp. 95-106. , Cited By 4; Sevim, B., Bayraktar, A., Altunisik, A.C., Atamtürktür, S., Birinci, F., Assessment of nonlinear seismic performance of a restored historical arch bridge using ambient vibrations (2011) Nonlinear Dynamics, 63, pp. 755-770; Cavalagli, N., Gusella, V., Severini, L., The safety of masonry arches with uncertain geometry (2017) Computers and Structures, 188, pp. 17-31; Ippoliti, E., Meschini, A., Sicuranza, F., Structure from Motion Systems for Architectural Heritage. a Survey of the Internal Loggia Courtyard of Palazzo Dei Capitani (2015) Ascoli Piceno, Italy, ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, pp. 53-60; Gioffrè, M., Cavalagli, N., Pepi, C., Trequattrini, M., Laser doppler and radar interferometer for contactless measurements on unaccessible tie-rods on monumental buildings: Santa maria della consolazione temple in todi (2017) Journal of Physics: Conference Series, 778, p. 012008; Gioffrè, M., Comodini, F., Cavalagli, N., Analisi strutturale e vibrazioni del ponte ""romano"" a pesciano di todi (2012) Atti Del Workshop WONDERmasonry Edizioni Polistampa, 2009, pp. 187-197. , S. P., D. L. A. (Eds.) Florence, Italy","Pepi, C.; Department of Civil and Environmental Engineering, Via G. Duranti 93, Italy; email: chiarapepi@strutture.unipg.it","Romeo F.Gattulli V.Vestroni F.","","Elsevier Ltd","10th International Conference on Structural Dynamics, EURODYN 2017","10 September 2017 through 13 September 2017",,130585,18777058,,,,"English","Procedia Eng.",Conference Paper,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85029902239
"Lesiuk G., Rymsza B., Rabiega J., Correia J.A.F.O., De Jesus A.M.P., Calcada R.","33767847900;35204022600;6507449752;35168869200;57195754611;7801603531;","Influence of loading direction on the static and fatigue fracture properties of the long term operated metallic materials",2019,"Engineering Failure Analysis","96",,,"409","425",,22,"10.1016/j.engfailanal.2018.11.007","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056618095&doi=10.1016%2fj.engfailanal.2018.11.007&partnerID=40&md5=81f2ec66e6d123d488613d91f9fc133f","Wroclaw University of Science and Technology, Faculty of Mechanical Engineering, Department of Mechanics, Materials Science and Engineering, Smoluchowskiego 25, Wroclaw, 50-370, Poland; Road and Bridge Research Institute, Instytutowa 1 Str., Warsaw, 03-302, Poland; Wroclaw University of Science and Technology, Faculty of Civil Engineering, Department of Bridges and Railways, Wybrzeże Wyspiańskiego 27, Wrocław, 50-370, Poland; Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal","Lesiuk, G., Wroclaw University of Science and Technology, Faculty of Mechanical Engineering, Department of Mechanics, Materials Science and Engineering, Smoluchowskiego 25, Wroclaw, 50-370, Poland; Rymsza, B., Road and Bridge Research Institute, Instytutowa 1 Str., Warsaw, 03-302, Poland; Rabiega, J., Wroclaw University of Science and Technology, Faculty of Civil Engineering, Department of Bridges and Railways, Wybrzeże Wyspiańskiego 27, Wrocław, 50-370, Poland; Correia, J.A.F.O., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; De Jesus, A.M.P., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Calcada, R., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal","In this paper, the problem of fatigue crack growth resistance and fracture toughness in steel structural components have been discussed. For investigation were extracted parts of bridges made of 19th century puddled steel and early 20th century mild steel. The object of interest of the authors were fragments of steel structures from ancient bridges located in Warsaw (Poland): Most pod Cytadelą (marked as “C” material); Most Kierbedzia (marked as “W”); and, a parts from the Main Railway Station hall in Wrocław, Poland (marked as “B”). In all cases, the metallographic analyses were performed. It has been proofed the presence of degradation processes in such old steel. The mentioned processes consisted mainly in precipitations of the brittle phases inside the ferrite grains, as well on the grain boundaries. The mechanical properties and crack growth resistance, as well as fracture toughness expressed by the J-integral method have been determined for the specimens collected from the Main Railway Station hall in Wrocław (Poland). It has been shown that crack resistance – expressed with the critical value of J-integral – in the rolling direction is significantly higher than in the direction perpendicular to rolling. For fatigue analysis, fatigue crack growth experiments were performed for all materials in rolling direction as well as in transversal direction. Based on the experimental results is worth to notice that, the obtained values are far lower than the critical values of the J-integrals characterizing the modern low-carbon constructional steels (S235JR or S355JR steels). © 2018","Fatigue crack growth rate; Fracture toughness; J-integral; Microstructural analysis; Old riveted bridges","C (programming language); Cracks; Fatigue crack propagation; Fracture toughness; Grain boundaries; Low carbon steel; Mechanical properties; Metallography; Railroad stations; Railroads; Constructional steels; Crack-growth resistance; Critical value of J integrals; J integral; Metallographic analysis; Microstructural analysis; Riveted bridge; Transversal directions; Fatigue of materials",,,,,,,,,,,,,,,,"Hołowaty, J., Assessment of Structural Steel's Properties in a Railway Plate Girder Bridge (2017) Struct. Eng. Int., 27 (3), pp. 441-448; Hołowaty, J., Toughness tests on steels from old railway bridges (2017) Procedia Structural Integrity, 5, pp. 1043-1050; Wichtowski, B., Hołowaty, J., Assessment of fatigue limits in historical welded railway bridges in Poland (2017) Procedia Structural Integrity, 5, pp. 1035-1042; Sieber, L., Stroetmann, R., The brittle fracture behaviour of old mild steels (2017) Procedia Structural Integrity, 5, pp. 1019-1026; Lesiuk, G., Szata, M., Bocian, M., The mechanical properties and the microstructural degradation effect in an old low carbon steels after 100-years operating time (2015) Archives of Civil and Mechanical Engineering, 15 (4), pp. 786-797; Lesiuk, G., Kucharski, P., Inicjacja wzrostu pęknięć w długotrwale eksploatowanych stalach mostowych z punktu widzenia metod energetycznych (2015) TTS Technika Transportu Szynowego, 22, p. 2015; Zhu, S.P., Liu, Y., Liu, Q., Yu, Z.Y., Strain energy gradient-based LCF life prediction of turbine discs using critical distance concept (2018) Int. J. Fatigue, 113, pp. 33-42; De Jesus, A.M., da Silva, A.L., Figueiredo, M.V., Correia, J.A., Ribeiro, A.S., Fernandes, A.A., Strain-life and crack propagation fatigue data from several Portuguese old metallic riveted bridges (2011) Eng. Fail. Anal., 18 (1), pp. 148-163; Correia, J.A., De Jesus, A.M., Fernández-Canteli, A., Local unified probabilistic model for fatigue crack initiation and propagation: application to a notched geometry (2013) Eng. Struct., 52, pp. 394-407; Hadi Hafezi, M., Nik Abdullah, N., Correia, J.F., De Jesus, A.M., An assessment of a strain-life approach for fatigue crack growth (2012) International Journal of Structural Integrity, 3 (4), pp. 344-376; Zhu, S.P., Yu, Z.Y., Correia, J., Jesus, A.D., Berto, F., Evaluation and comparison of critical plane criteria for multiaxial fatigue analysis of ductile and brittle materials (2018) Int. J. Fatigue, 112, pp. 279-288; Yu, Z.Y., Zhu, S.P., Liu, Q., Liu, Y., Multiaxial fatigue damage parameter and life prediction without any additional material constants (2017) Materials, 10 (8), p. 923; Lesiuk, G., Kucharski, P., Correia, J.A., De Jesus, A.M.P., Rebelo, C., da Silva, L.S., Mixed mode (I+ II) fatigue crack growth in puddle iron (2017) Eng. Fract. Mech., 185, pp. 175-192; Lesiuk, G., Kucharski, P., Correia, J.A.F.O., De Jesus, A.M.P., Rebelo, C., da Silva, L.S., Mixed mode (I+ II) fatigue crack growth of long term operating bridge steel (2016) Procedia Engineering, 160, pp. 262-269; Lesiuk, G., Correia, J.A., De Jesus, A.M.P., Kucharski, P., Fatigue crack propagation behavior of old puddle iron including crack closure effects (2016) Procedia Structural Integrity, 2, pp. 3218-3225; Lesiuk, G., Szata, M., Correia, J.A., De Jesus, A.M.P., Berto, F., Kinetics of fatigue crack growth and crack closure effect in long term operating steel manufactured at the turn of the 19th and 20th centuries (2017) Eng. Fract. Mech., 185, pp. 160-174; Chwaściński, B., (1977), Ł.: Mosty na Wiśle. Wyd. Fundacja A. i Z. Wasiutyńskich, Warszawa; Rabiega, J., Rymsza, B., Most Kierbedzia na Wiśle w Warszawie–historia i badania gatunku stali (2016) Materiały Budowlane, (4), pp. 62-64; PN-EN ISO 6892-1:2016–09, Metale – Próba rozciągania – Część 1: Metoda badania w temperaturze pokojowej; ASTM E1820–13e1, Standard Test Method for Measurement of Fracture Toughness; FKM-Guideline “Fracture Mechanics Proof of Strength for Engineering Components” VDMA Publ., 1st Edition (2001, in German), 2nd Edition (2004, in German and English), 3rd Edition (2005, in German); ASTM E647-15e1, (2015), Standard TEST Method for Measurement of Fatigue Crack Growth Rates, ASTM International, West Conshohocken, PA; Paris, P.C., A rational analytic theory of fatigue (1961) Trends Engin, 13, pp. 9-14","Lesiuk, G.; Wroclaw University of Science and Technology, Smoluchowskiego 25, Poland; email: grzegorz.lesiuk@pwr.edu.pl",,,"Elsevier Ltd",,,,,13506307,,EFANE,,"English","Eng. Fail. Anal.",Article,"Final","",Scopus,2-s2.0-85056618095
"Pedrosa B., Correia J.A.F.O., Rebelo C., Lesiuk G., De Jesus A.M.P., Fernandes A.A., Duda M., Calçada R., Veljkovic M.","57194159144;35168869200;35574870000;33767847900;57195754611;7201781551;57202599379;7801603531;55502801700;","Fatigue resistance curves for single and double shear riveted joints from old portuguese metallic bridges",2019,"Engineering Failure Analysis","96",,,"255","273",,22,"10.1016/j.engfailanal.2018.10.009","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055468177&doi=10.1016%2fj.engfailanal.2018.10.009&partnerID=40&md5=18f5441f49f02d578b81435dcb828554","ISISE, Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal; Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Wrocław University of Science and Technology, Faculty of Mechanical Engineering, Department of Mechanics, Materials Science and Engineering, Smoluchowskiego 25, Wroclaw, 50-370, Poland; Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, Netherlands","Pedrosa, B., ISISE, Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal; Correia, J.A.F.O., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Rebelo, C., ISISE, Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal; Lesiuk, G., Wrocław University of Science and Technology, Faculty of Mechanical Engineering, Department of Mechanics, Materials Science and Engineering, Smoluchowskiego 25, Wroclaw, 50-370, Poland; De Jesus, A.M.P., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Fernandes, A.A., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Duda, M., Wrocław University of Science and Technology, Faculty of Mechanical Engineering, Department of Mechanics, Materials Science and Engineering, Smoluchowskiego 25, Wroclaw, 50-370, Poland; Calçada, R., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Veljkovic, M., Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, Netherlands","The maintenance and safety of ancient bridges is a major concern of governmental authorities. In particular, the safety of old riveted bridges fabricated and placed into service at the end of the 19th century deserves particular attention. These structures are susceptible to exhibit high fatigue damage levels due to their long operational period with increasing traffic intensity associated to an original design not covering the fatigue phenomenon. This paper reviews recent fatigue behaviour investigations on single and double shear riveted joints performed by Universities of Porto (Portugal), Trás-os-Montes e Alto Douro (Portugal), and Wrocław (Poland), in particular concerning the fatigue characterization of riveted joints extracted from representative Portuguese riveted bridges, namely the Eiffel, Luiz I, Fão, Pinhão and Trezói bridges. In order to overcome the influence of scatter and establish a reliable assessment for the obtained experimental data, two statistical approaches were used: implement linearized boundaries following the recommendation in ASTM E739 standard and defining probabilistic S–N fields using the Castillo & Fernández-Canteli model. This statistical analysis allows to propose design S–N curves for single and double riveted joints and evaluate the applicability (safety) of using the design curves suggested in Eurocode 3 as well as design curves proposed by Taras and Greiner. © 2018 Elsevier Ltd","Design recommendations; Fatigue behaviour of riveted joints; Old riveted bridges; Statistical approach","Bridges; Design recommendations; Fatigue phenomenons; Governmental authorities; Operational periods; Reliable assessment; Riveted bridge; Riveted joints; Statistical approach; Fatigue of materials",,,,,"Fundação para a Ciência e a Tecnologia, FCT: RFSR-CT-2015-00025, SFRH/BD/66497/2009, SFRH/BD/72434/2010, SFRH/BPD/107825/2015; Research Fund for Coal and Steel, RFCS","The authors acknowledge the Foundation for Science and Technology (FCT) for the financial support through the doctoral grants SFRH/BD/66497/2009 and SFRH/BD/72434/2010 , as well as, the financial support through the post-doctoral grant SFRH/BPD/107825/2015 . The authors gratefully acknowledge the funding of ProLife - Prolonging Life Time of Old Steel and Steel-Concrete Bridges (RFSR-CT-2015-00025) by Research Fund for Coal and Steel (RFCS).",,,,,,,,,,"Akesson, B., Fatigue Life of Riveted Railway Bridges. PhD Thesis (1994), Chalmers University of Technology Sweden; Crocetti, R., On some Fatigue Problems Related to Steel Bridges. PhD Thesis (2001), Chalmers University of Technology Sweden; Mohammad, A.E., Fatigue in Riveted Railway Bridges. PhD Thesis (2002), Chalmers University of Technology Sweden; Lesiuk, G., Szata, M., Bocian, M., The mechanical properties and the microstructural degradation effect in an old low carbon steels after 100-years operating time (2015) Arch. Civ. Mech. Eng., 15 (4), pp. 786-797; Lesiuk, G., Szata, M., Aspects of structural degradation in steels of old bridges by means of fatigue crack propagation (2011) Mater. Sci., 47 (1); Lesiuk, G., Kucharski, P., Correia, J., De Jesus, A., Rebelo, C., Simões Da Silva, L., Mixed mode (I+ II) fatigue crack growth of long term operating bridge steel (2016) Procedia Eng., 160, pp. 262-269; Lesiuk, G., Szata, M., Correia, J., De Jesus, A., Berto, F., Kinetics of fatigue crack growth and crack closure effect in long term operating steel manufactured at the turn of the 19th and 20th centuries (2017) Eng. Fract. Mech., no., 185, pp. 160-174; Rabiega, J., Pękalski, G., (2007), Material Studies of Pomorski Bridges at the Odra River in Wroclaw Town: South, Central and North. Report of the Series SPR 9/2007, I-19, PWr, Wrocław,”; Cremona, C., Improved Assessment Methods for Static and Fatigue. Sustain (2007) Dev. Glob. Chang. Ecosyst. Integr. Proj., pp. 1-218; Raposo, P., Mechanical characterization of ancient portuguese riveted bridges steels (2017) Eng. Struct. Technol., 9 (4), pp. 169-180; De Jesus, A., Strain-Life and Crack Propagation Fatigue Data from several Portuguese Old Metallic Riveted Bridges (2011) Eng. Fail. Anal., 18 (1), pp. 148-163; Correia, J., Statistical Analysis of Fatigue Crack Propagation Data of Materials from Ancient Portuguese Metallic Bridges (2017) Frat. ed Integrita Strutt., (42), pp. 136-146; Student, O., Features of the microstructural and mechanical degradation of long term operated mild steel (2018) Int. J. Struct. Integr., 9 (3). , in press; Kafie-Martinez, J., Stress Distributions and Crack Formation in Riveted Lap Joints Fastening Thick Steel Plates (2018) Eng. Fail. Anal., 91, pp. 370-381; Correia J. An Integral Probabilistic Approach for, Fatigue Lifetime Prediction of Mechanical and Structural Components. PhD Thesis. Faculty of Engineering of the University of Porto, Porto (2014); CEN-TC 250. EN 1993–1-9: Eurocode 3, Design of steel structures – Part 1–9: Fatigue (2005) Eur. Comm. Stand. Brussels, pp. 1-34; Correia, J., Fatigue behaviour of single and double shear connections with resin-injected preloaded bolts. IABSE Congr. Stock. 2016 challenges Des. Constr. An Innov. Sustain (2016) Built Environ., pp. 327-339; De Jesus, A., Fatigue Assessment of Old Riveted Metallic Bridges. In 1st International Conference of the (2012) International Journal of Structural Integrity, pp. 25-28; Di Battista, J., Fatigue Strength of Riveted Connections (1998) J. Struct. Eng., 124 (7), pp. 792-797; Taras, A., Statistical, G.R., Background to the Proposed Fatigue Class Catalogue for Riveted Components. Report: Contribution to WG6.1 – Assessment of Existing Steel Structure ECCS TC6, Spring Meeting – Lausanne – March 22–23 (2010); ASTM E739-91, Standard Practice for Statistical Analysis of Linear or Linearized Stress-Life (S-N) and Strain-Life (ε-N) Fatigue Data 1 (1991) Annu. B. ASTM Stand., pp. 597-603; Castillo, E., Fernández-Canteli a. a Unified Statistical Methodology for Modeling Fatigue Damage (2009); Gallegos Mayorga, P., Design S-N curves for old Portuguese and French riveted bridges connections based on statistical analyses (2016) Procedia Engineering, pp. 77-84; Gallegos Mayorga, L., Statistical evaluation of fatigue strength of double shear riveted connections and crack growth rates of materials from old bridges (2017), 185; Schijve, J., Fatigue of Structures and Materials (2004), (New York); Schijve, J., Statistical distribution functions and fatigue of structures (2005) Int. J. Fatigue, 27 (9), pp. 1031-1039; Sanches, R., De Jesus, A., Correia, J., Da Silva, A., Fernandes, A., A probabilistic fatigue approach for riveted joints using Monte Carlo simulation (2015) J. Constr. Steel Res., 110; Basternaire, F., New method for the statistical evaluation of constant stress amplitude fatigue test results. Probabilistic Aspect of Fatigue (1972) Am. Soc. Test. Mater. ASTM STP, 511, pp. 9-28; Spindel, J., Haibach, E., Some considerations in the statistical determination of the shape of S-N cruves (1981) ASTM STP, 744; Pascual, F., Meeker, W., Estimating fatigue curves with the random fatigue-limit model (1999) Technometrics, 41 (4), pp. 277-900; Fernandes, A., De Castro, P., Figueiredo, M., Oliveira, F., Structural Integrity Evaluation of Highway Riveted Bridges (2004) Bridge Maintenance, Safety and Management (IABMAS’04); Proc. Intern. Conf., Kyoto, pp. 839-841. , E. In Watanabe et al. (eds.); Figueiredo, M., Avaliação da integridade estrutural da Ponte do Pinhão DEMEGI/FEUP (2004); Silva, T., Fernandes, A., Ponte Trezói-Estudo do comportamento à fadiga de ligações rebitadas em pontes metálicas antigas. FEUP/DEMEGI. Relatório Proj. fim curso (2006); Correia, J., Development of procedures for fatigue life prediction of riveted connections (in Portuguese) (2008), Master Thesis. University of Trás-os-Montes and Alto Douro Portugal; De Jesus, A., Fernandes, A., Da Silva, A.L.L., Correia, J., Retrofitting of Old Riveted Portuguese Bridges. Past and Current Remnant Life Assessment Research (2012) ICEM15 – 15th International Conference on Experimental Mechanics Porto – Portugal; Pereira, L., Assessment of mixed mode fatigue crack propagation in puddled iron from the Eiffel bridge (In Portuguese). MSc Thesis (2018), Faculty of Engineering of the University of Porto, Porto","Pedrosa, B.; ISISE, Rua Luís Reis Santos, Pólo II, Portugal; email: bruno.pedrosa@uc.pt",,,"Elsevier Ltd",,,,,13506307,,EFANE,,"English","Eng. Fail. Anal.",Article,"Final","",Scopus,2-s2.0-85055468177
"Jorquera N., Misseri G., Palazzi N., Rovero L., Tonietti U.","56344521200;57151411800;57195982134;6507855810;6505623486;","Structural Characterization and Seismic Performance of San Francisco Church, the Most Ancient Monument in Santiago, Chile",2017,"International Journal of Architectural Heritage","11","8",,"1061","1085",,20,"10.1080/15583058.2017.1315620","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030661841&doi=10.1080%2f15583058.2017.1315620&partnerID=40&md5=dbb6839e198e462c903be0332e223c0a","Department of Architecture, Universidad de Chile, Santiago, Chile; Department of Architecture, University of Florence, Florence, Italy","Jorquera, N., Department of Architecture, Universidad de Chile, Santiago, Chile; Misseri, G., Department of Architecture, University of Florence, Florence, Italy; Palazzi, N., Department of Architecture, University of Florence, Florence, Italy; Rovero, L., Department of Architecture, University of Florence, Florence, Italy; Tonietti, U., Department of Architecture, University of Florence, Florence, Italy","The Church of San Francisco is the oldest religious building in use in Chile and an iconic and historical heritage landmark of the capital Santiago. The church, the result of joint work between the Spanish and local indigenous people, was built in stone and brick masonry and has been modified by additions and constructive changes since its construction in 1586. The building has shown a remarkable resilience, withstanding about 15 destructive earthquakes. As part of research whose goal is to discover the basis of the structural behavior of the church, in this article a safety assessment of the monument is carried out based on a multi-disciplinary approach. Main fields comprises historical research, in situ surveys, crack pattern analysis, physical and mechanical characterization of materials, and multi-level structural analyses. The results highlight the particularities of the building and the current seismic vulnerabilities in order to provide a robust knowledge basis on which possibly pivoting future consolidation and safeguarding strategies could be done. © 2017 Taylor & Francis.","Chilean colonial architecture; cultural heritage; masonry building techniques; San Francisco church; seismic vulnerability assessment; structural behavior","Masonry materials; Seismology; Cultural heritages; Masonry building; San Francisco; Seismic vulnerability; Structural behaviors; Religious buildings; assessment method; bridge construction; building; consolidation; cultural heritage; masonry; monument; structural analysis; structural response; Chile; Metropolitana",,,,,"Università degli Studi di Firenze","The authors thank the Chilean NATIONAL COMMISSION FOR SCIENTIFIC & TECHNOLOGICAL RESEARCH-FONDECYT for funding the research project ?Initiation into Research 2013 number 11130628?. The authors thank the contribution of Sara Stefanini undertaking a Master degree at Architectural Department of the University of Florence on the San Francisco Church. 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"Jajac N., Rogulj K., Radnić J.","16063957700;57191698776;6602638002;","Selection of the Method for Rehabilitation of Historic Bridges—A Decision Support Concept for the Planning of Rehabilitation Projects",2017,"International Journal of Architectural Heritage","11","2",,"261","277",,18,"10.1080/15583058.2016.1207113","https://www.scopus.com/inward/record.uri?eid=2-s2.0-84992491257&doi=10.1080%2f15583058.2016.1207113&partnerID=40&md5=f21ccb58bad095e1c37cf2097773e0c6","Department of Construction Management and Economics, Faculty of Civil Engineering, Architecture and Geodesy, University of Split, Split, Croatia; Department of Concrete Structures and Bridges, Faculty of Civil Engineering, Architecture and Geodesy, University of Split, Split, Croatia","Jajac, N., Department of Construction Management and Economics, Faculty of Civil Engineering, Architecture and Geodesy, University of Split, Split, Croatia; Rogulj, K., Department of Construction Management and Economics, Faculty of Civil Engineering, Architecture and Geodesy, University of Split, Split, Croatia; Radnić, J., Department of Concrete Structures and Bridges, Faculty of Civil Engineering, Architecture and Geodesy, University of Split, Split, Croatia","This article presents a decision support concept for management of rehabilitation projects. The focus of the research is on the application of multicriteria methods of decision-making in planning a historic bridge rehabilitation project. The problem addressed in this research is a major one from many different perspectives, such as civil engineering, economics, etc., which indicates a need for the evaluation of different rehabilitation methods using several different criteria. Therefore, a decision support concept for a historic bridge rehabilitation method based on the PROMETHEE method has been designed. Three groups of stakeholders have been included (civil engineering experts, economic experts, and government experts) to define appropriate criteria, their weights, and preference functions. For determination of criteria weights, the AHP method has been used. The model has been tested on the problem of choosing the rehabilitation method for the Pavića Bridge in Croatia. © 2017 Taylor & Francis.","AHP; decision support; historic bridge; PROMETHEE; rehabilitation method; stakeholders","Decision making; Decision support systems; Hierarchical systems; Decision supports; Historic bridges; PROMETHEE; Rehabilitation methods; stakeholders; Bridges; analytical hierarchy process; bridge; decision making; decision support system; numerical method; project assessment; stakeholder; Croatia",,,,,,,,,,,,,,,,"Al-Mukhtar, M., Editorial: Built heritage (2012) European Journal of Environmental and Civil Engineering, 16 (5), pp. 525-526; Babić, Z., (2011) Models and methods of business decision making, , Split, Croatia: Faculty of Economics; Bitunjac, I., Jajac, N., Katavić, I., Decision support to sustainable management of bottom trawl fleet (2016) Sustainability, 8 (3), pp. 204-219; Brans, J.P., Mareschal, B., Vincke, P.H., PROMETHEE—A new family of outranking methods in multicriteria analysis (1984) Operational research IFORS 84, pp. 477-490. , Brans J.P., (ed), Amsterdam, The Netherlands: North Holland; 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Saaty, T.L., (1980) The analytic hierarchy process, , New York, NY: McGraw-Hill International; Saaty, T.L., Decision making with the analytic hierarchy process (2008) International Journal of Services Sciences, 1 (1), pp. 83-98; Sirisrisak, T., Conservation of Bangkok old town (2009) Habitat International, 33, pp. 405-411; Triantaphyllou, E., Mann, S.H., Using the Analytic Hierarchy Process for decision making in engineering applications: Some challenges (1995) International Journal of Industrial Engineering: Applications and Practice, 2 (1), pp. 35-44; Turskis, Z., Kazimieras Zavadskas, E., Kutut, V., A model based on ARAS-G and AHP methods for multiple criteria prioritizing of heritage value (2013) International Journal of Information Technology & Decision Making, 12 (1), pp. 45-73; Vela, E., Babić, L., Đapo, A., Kordić, B., Pribičević, B., Medak, D., (2010) Terrestrial laser scanning for the digital preservation of a Croatian historical village “Dobranje”, , FIG Congress. Facing the Challenges–Building the Capacity, Sydney, Australia; Vodoprivec, B., Žanić, R., Tamošaitiené, J., Lazauskas, M., Šelh, J., Renovation priority ranking by multi-criteria assessment of architectural heritage: The case of castles (2014) International Journal of Strategic Property Management, 18 (1), pp. 88-100; Xu, L., Yang, J.B., (2001) Introduction to multi-criteria decision making and the evidential reasoning approach, , Manchester: University of Manchester Institute of Science and Technology, Working paper No. 0106; Yau, Y., Multi-criteria decision making for urban built heritage conservation: Application of the analytic hierarchy process (2009) Journal of Building Appraisal, 4, pp. 191-205","Jajac, N.; Faculty of Civil Engineering, Matice hrvatske 15, Croatia; email: niksa.jajac@gradst.hr",,,"Taylor and Francis Inc.",,,,,15583058,,,,"English","Int. J. Archit. Herit.",Article,"Final","",Scopus,2-s2.0-84992491257
"Pepe M., Costantino D.","56465493000;36650325800;","Uav photogrammetry and 3d modelling of complex architecture for maintenance purposes: The case study of the masonry bridge on the sele river, italy",2021,"Periodica Polytechnica Civil Engineering","65","1",,"191","203",,17,"10.3311/PPci.16398","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85097771596&doi=10.3311%2fPPci.16398&partnerID=40&md5=f1c9dd70fc312d678e2726b47d84acf3","Department of Civil, Environmental, Land, Building Engineering and Chemistry (DICATECh)-Politecnico di Bari, Bari, 70126, Italy","Pepe, M., Department of Civil, Environmental, Land, Building Engineering and Chemistry (DICATECh)-Politecnico di Bari, Bari, 70126, Italy; Costantino, D., Department of Civil, Environmental, Land, Building Engineering and Chemistry (DICATECh)-Politecnico di Bari, Bari, 70126, Italy","The aim of this paper is to identify a suitable methodology to realize, in an easy and quick way, 3D models of complex structures. To achieve this aim, the first step is to build the 3D model of the scene under investigation using photogrammetric modelling. This task was carried out by the use of algorithms based on Structure from Motion (SfM)-Multi View Stereo (MVS) approaches and using camera-generated images supplied in the UAS (Unmanned Aerial system). Once built the 3D point cloud of the structure under investigation, the geometry of each element was reconstructed with 3D profile reconstruction using Rhinoceros software and a few plug-ins developed in this software. Indeed, this paper shows, through a case study of a masonry bridge of special architectural and historic value built in the middle of 1800s and located in the south of Italy, the potential of the method developed in order to manage a maintenance or restoration project. © 2021, Budapest University of Technology and Economics. All rights reserved.","Anafi Parrot; Digital Cultural Heritage; Masonry bridge; Photogrammetry; Rhinoceros; UAV","Antennas; Bridges; Masonry bridges; Masonry materials; Photogrammetry; Stereo image processing; 3-D profile reconstruction; 3D point cloud; Complex architectures; Complex structure; Multi-view stereo; Restoration project; Structure from motion; Unmanned aerial systems; 3D modeling; bridge; cultural heritage; masonry; photogrammetry; software; three-dimensional modeling; ultraviolet radiation; Campania [Italy]; Italy; Sele River; Psittacidae; Rhinoceros",,,,,,,,,,,,,,,,"Lowe, D. G., Distinctive Image Features from Scale-Invariant Keypoints (2004) International Journal of Computer Vision, 60 (2), pp. 91-110. , https://doi.org/10.1023/B:VISI.0000029664.99615.94; McGlone, J. C., Mikhail, E. M., Bethel, J. S., Mullen, R., Manual of photogrammetry (2004) American Society for Photogrammetry and Remote Sensing, , Bethesda, MD, USA; Brown, M., Lowe, D. G., Unsupervised 3D object recognition and reconstruction in unordered datasets (2005) Fifth International Conference on 3-D Digital Imaging and Modeling (3DIM'05), pp. 56-63. , https://doi.org/10.1109/3DIM.2005.81, Ottawa, Canada; Micheletti, N., Chandler, J. H., Lane, S. N., Structure from motion (SFM) photogrammetry (2015) Geomorphological Techniques, , Clarke, L. E., Nield, J. M. (eds) British Society for Geomorphology, London, UK; Westoby, M. J., Brasington, J., Glasser, N. F., Hambrey, M. J., Reynolds, J. M., Structure-from-Motion' photogrammetry: A low-cost, effective tool for geoscience applications (2012) Geomorphology, 179, pp. 300-314. , https://doi.org/10.1016/j.geomorph.2012.08.021; Cucchiaro, S., Maset, E., Fusiello, A., Cazorzi, F., 4d-SFM pho-togrammetry for monitoring sediment dynamics in a debris-flow catchment: software testing and results comparison (2018) International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 42 (2), pp. 281-288. , https://doi.org/10.5194/isprs-archives-XLII-2-281-2018; Brede, B., Lau, A., Bartholomeus, H. M., Kooistra, L., Comparing RIEGL RiCOPTER UAV LiDAR Derived Canopy Height and DBH with Terrestrial LiDAR (2017) Sensors, 17 (10), p. 2371. , https://doi.org/10.3390/s17102371, Articl; Scaioni, M., Crippa, J., Corti, M., Barazzetti, L., Fugazza, D., Azzoni, R., Diolaiuti, G. A., Technical aspects related to the application of SFM photogrammetry in high mountain (2018) International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 42 (2), pp. 1029-1036. , https://doi.org/10.5194/isprs-archives-XLII-2-1029-2018; Bolognesi, M., Furini, A., Russo, V., Pellegrinelli, A., Russo, P., Accuracy of cultural heritage 3D models by RPAS and terrestrial photogrammetry (2014) International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 40 (5), pp. 113-119. , https://doi.org/10.5194/isprsarchives-XL-5-113-2014; Russo, M., Manferdini, A. M., Integration of image and range-based techniques for surveying complex architectures (2014) ISPRS Annals of Photogrammetry, Remote Sensing and Spatial Information Sciences, 2 (5), pp. 305-312. , https://doi.org/10.5194/isprsannals-II-5-305-2014; Kouimtzoglou, T., Stathopoulou, E. K., Agrafiotis, P., Georgopoulos, A., Image-Based 3d Reconstruction Data as AN Analysis and Documentation Tool for Architects: the Case of Plaka Bridge in Greece (2017) International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 42 (2), pp. 391-397. , https://doi.org/10.5194/isprs-archives-XLII-2-W3-391-2017, (/W3); Hatzopoulos, J. N., Stefanakis, D., Georgopoulos, A., Tapinaki, S., Pantelis, V., Liritzis, I., Use of various surveying technologies to 3d digital mapping and modelling of cultural heritage structures for maintenance and restoration purposes: the tholos in Delphi, Greece (2017) Mediterranean Archaeology and Archaeometry, 17 (3), pp. 311-336. , https://doi.org/10.5281/zenodo.1048937; Kaimaris, D., Karadedos, G., Georgiadis, C., Patias, P., Locating and Mapping the Traces of the Covered Ancient Theater of Amphipolis (Eastern Macedonia, Greece) (2018) Heritage, 1 (2), pp. 306-319. , https://doi.org/10.3390/heritage1020020; Pepe, M., Costantino, D., Restuccia Garofalo, A., An Efficient Pipeline to Obtain 3D Model for HBIM and Structural Analysis Purposes from 3D Point Clouds (2020) Applied Sciences, 10 (4), p. 1235. , https://doi.org/10.3390/app10041235, Articl; Belli, P., Masonry bridges from the end of the 19th century in southern Italy) (2008) Proceedings of the 2nd National Conference on the History of Engineering, pp. 7-9. , Ponti in muratura di fine '800 nell'Italia meridionale, (Naples, Italy, April; Romano, A., Ochsendorf, J. A., Circular, Pointed and Basket-Handle Arches: A Comparison of Structural Behavior of Masonry Spans (2006) Structural Analysis of Historical Constructions, pp. 1205-1212. , Lourenço, P. B., Roca, P., Modena, C., Agrawal, S. (eds) Macmillan Publishers India, Noida, India; Pepe, M., Image-based methods for metric surveys of buildings using modern optical sensors and tools: from 2D approach to 3D and vice versa (2018) International Journal of Civil Engineering and Technology (IJCIET), 9 (9), pp. 729-745; Parrot ""Anafi The 4K HDR Compact Drone for Your Aerial Shots"", , https://www.parrot.com/us/drones/anafi, [online] [Accessed: 30 October 2019]; Rabah, M., Basiouny, M., Ghanem, E., Elhadary, A., Using RTK and VRS in direct geo-referencing of the UAV imagery (2018) NRIAG Journal of Astronomy and Geophysics, 7 (2), pp. 220-226. , https://doi.org/10.1016/j.nrjag.2018.05.003; Pepe, M., Fregonese, L., Crocetto, N., Use of SFM-MVS Approach to Nadir and Oblique Images Generated throught Aerial Cameras to Build 2.5 D Map and 3D Models in Urban Areas (2019) Geocarto International, , https://doi.org/10.1080/10106049.2019.1700558; Somogyi, Á., Fehér, K., Lovas, T., Halmos, B., Barsi, Á., Analysis of Gothic Architectural Details by Spatial Object Reconstruction Techniques (2017) Periodica Polytechnica Civil Engineering, 61 (3), pp. 640-651. , https://doi.org/10.3311/PPci.10418; Kordić, B., Lužar-Oberiter, B., Pikelj, K., Matoš, B., Vlastelica, G., Integration of Terrestrial Laser Scanning and UAS Photogrammetry in Geological Studies: Examples from Croatia (2019) Periodica Polytechnica Civil Engineering, 63 (4), pp. 989-1003. , https://doi.org/10.3311/PPci.14499; (2019) Agisoft ""Agisoft Metashape User Manual, Professional Edition, Version 1.5"", , https://www.agisoft.com/pdf/metashape-pro_1_5_en.pdf, [pdf] [Accessed: 30 October 2019]; Kraus, K., (1994) Photogrammetry. Vol. 1: Fundamentals and Standard Processes, , Dümmler, Bonn, Germany; Pepe, M., Fregonese, L., Scaioni, M., Planning airborne photo-grammetry and remote-sensing missions with modern platforms and sensors (2018) European Journal of Remote Sensing, 51 (1), pp. 412-436. , https://doi.org/10.1080/22797254.2018.1444945; Federman, A., Santana Quintero, M., Kretz, S., Gregg, J., Lengies, M., Ouimet, C., Laliberte, J., UAV photogrammetric workflows: A best practice guideline (2017) International Archives of the Photo-grammetry, Remote Sensing and Spatial Information Sciences, 42 (2), pp. 237-244. , https://doi.org/10.5194/isprs-archives-XLII-2-W5-237-2017, (/W5); Rhinocentre ""Rhinoceros 6.0"", , https://www.rhinocentre.com/product/rhino-6-0-win/, [online] [Accessed: 30 October 2019]","Pepe, M.; Department of Civil, Italy; email: massimiliano.pepe@poliba.it",,,"Budapest University of Technology and Economics",,,,,05536626,,,,"English","Period. Polytech. Civ. Eng.",Article,"Final","All Open Access, Bronze",Scopus,2-s2.0-85097771596
"Robuschi S., Tengattini A., Dijkstra J., Fernandez I., Lundgren K.","57191374821;55803970000;34869347200;57217151994;7005462844;","A closer look at corrosion of steel reinforcement bars in concrete using 3D neutron and X-ray computed tomography",2021,"Cement and Concrete Research","144",,"106439","","",,17,"10.1016/j.cemconres.2021.106439","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85103111183&doi=10.1016%2fj.cemconres.2021.106439&partnerID=40&md5=3014c6af894bc31dbbc206cbb346b2af","Chalmers University of Technology, Göteborg, Sweden; Université Grenoble Alpes, Grenoble, France; Institut Laue-Langevin, 71 avenue des Martyrs, CS 20156, Grenoble cedex 9, 38042, France","Robuschi, S., Chalmers University of Technology, Göteborg, Sweden; Tengattini, A., Université Grenoble Alpes, Grenoble, France, Institut Laue-Langevin, 71 avenue des Martyrs, CS 20156, Grenoble cedex 9, 38042, France; Dijkstra, J., Chalmers University of Technology, Göteborg, Sweden; Fernandez, I., Chalmers University of Technology, Göteborg, Sweden; Lundgren, K., Chalmers University of Technology, Göteborg, Sweden","Corrosion of reinforcing bars constitutes the largest threat to the durability of concrete structures. Thus, several studies have investigated the nature of the corrosion products, most using post-mortem analyses. However, corrosion products evolve when in contact with oxygen, hindering result interpretation. This work presents instead a state-of-the-art, non-destructive 3D method for the assessment of corrosion of embedded reinforcements. Multimodal neutron and X-ray tomography was used to observe, non-destructively, the characteristics of the corrosion products in two concrete samples, with the aim of investigating possible benefits of the use of this technique for reinforced concrete structures. One sample was naturally corroded, extracted from an 81-year-old bridge, the other was corroded via the galvanostatic method, resulting in corrosion-induced cracks. Quantitative and qualitative data was acquired, including the iron-to-rust volumetric ratio in macroscopic interfacial voids and the thickness of the corrosion layer at the steel concrete interface. The iron-to-rust volumetric ratio corresponded to large, soluble, corrosion products, forming in environments with low availability of oxygen for both samples. © 2021 The Author(s)","3D neutron and X-ray computed tomography; Corrosion; Reinforced concrete","Bars (metal); Computerized tomography; Concrete buildings; Concrete construction; Neutrons; Oxygen; Steel corrosion; 3d neutron and X-ray computed tomography; Corrosion of reinforcing bars; Corrosion of steel; Corrosion products; Durability of concrete structure; Post mortem analysis; State of the art; Steel reinforcement bars; Volumetric ratio; X-ray computed tomography; Reinforced concrete",,,,,"Svenska Forskningsrådet Formas: 2016-00568; Vetenskapsrådet, VR: 2018-05973; Trafikverket: TRV 2017/39084","This project was supported by funding provided by Swedish Research Council Formas grant 2016-00568 and Swedish Transport Administration grant TRV 2017/39084 .","The authors would like to acknowledge the ILL for granting the possibility to carry on the experimental work at the D50T instrument (research proposal UGA-57 and UGA-78). The data used in this work are made available at https://doi.org/10.5291/ILL-DATA.UGA-57 and https://doi.org/10.5291/ILL-DATA.UGA-78 . Additionally, the computations were enabled by resources provided by the Swedish National Infrastructure for Computing (SNIC) at Chalmers Centre for Computational Science and Engineering (C3SE) partially funded by the Swedish Research Council through grant agreement no. 2018-05973 .",,,,,,,,,"Bell, B., (2004), European Railway Bridge Demography - Deliverable D 1.2, Tech. Rep; Lundgren, K., Effect of corrosion on the bond between steel and concrete: an overview (2007) Mag. Concr. Res., 59 (6), pp. 447-461; Fernandez, I., Berrocal, C.G., Mechanical properties of 30 year-old naturally corroded steel reinforcing bars (2019) International Journal of Concrete Structures and Materials, 13 (1); François, R., Khan, I., Dang, V.H., Impact of corrosion on mechanical properties of steel embedded in 27-year-old corroded reinforced concrete beams (2013) Mater. 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H., Tranebergsbron i stockholm. provning och bedömning av vidhäftningen för släta armeringsstänger., Teknisk rapport 15; Val, D.V., Chernin, L., Stewart, M.G., Experimental and numerical investigation of corrosion-induced cover cracking in reinforced concrete structures (2009) Journal of Structural Engineering, 135 (4), pp. 376-385","Robuschi, S.; Chalmers University of TechnologySweden; email: samanta.robuschi@chalmers.se",,,"Elsevier Ltd",,,,,00088846,,CCNRA,,"English","Cem Concr Res",Article,"Final","All Open Access, Hybrid Gold, Green",Scopus,2-s2.0-85103111183
"Jung D., Wilcoski J., Andrawes B.","57196235695;7801494207;22833675800;","Bidirectional shake table testing of RC columns retrofitted and repaired with shape memory alloy spirals",2018,"Engineering Structures","160",,,"171","185",,17,"10.1016/j.engstruct.2017.12.046","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044656242&doi=10.1016%2fj.engstruct.2017.12.046&partnerID=40&md5=2931e86e5e657717ca38372a7b449b23","Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, IL  61801, United States; Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL  61822, United States","Jung, D., Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, IL  61801, United States; Wilcoski, J., Engineer Research and Development Center, Construction Engineering Research Laboratory, Champaign, IL  61822, United States; Andrawes, B., Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, IL  61801, United States","Under the extreme threats of strong earthquakes, bridge columns are required to remain functional to ensure the safety and structural integrity of the entire bridge system. However, many existing bridges designed according to old seismic design provisions lack flexural ductility due to insufficient concrete confinement. Lack of confinement in old bridges is often addressed through providing supplementary external passive confinement. Recently, an active confinement technique using Shape Memory Alloys (SMAs) has been proposed as a more effective alternative to conventional passive confinement methods. In this study, the application of SMA confinement in seismic retrofitting and emergency repair of RC bridge columns is examined experimentally through a series of shake table tests. Two 1/6-scale RC columns, retrofitted and repaired with SMA spirals, are tested simultaneously under bidirectional test motions with varying intensity. Test results show that SMA confinement is highly effective in mitigating the seismic damage and improving the seismic performance of retrofitted and repaired RC columns subjected to strong earthquakes. © 2017","Active confinement; Bridge columns; Emergency repair; Retrofit; Shake table; Shape memory alloys","Bridges; Earthquakes; Repair; Retrofitting; Seismic design; Bridge columns; Confinement techniques; Emergency repair; Retrofit; Seismic Performance; Seismic retrofitting; Shake table; Shake table testing; Shape memory effect; alloy; bridge; column; damage; reinforced concrete; repair; seismic design; shaking table test; strong motion",,,,,"National Science Foundation, NSF; Directorate for Engineering, ENG: 1055640","This research was partially funded by the National Science Foundation (NSF) through its Faculty Early Career Development (CAREER) program under Award No. 1055640. The authors are also grateful for the support provided by the UIUCCERL Collaborative Seed Funding program.",,,,,,,,,,"Moehle, J.P., Eberhard, M.O., (2000), pp. 1-34. , Earthquake damage to bridges. Bridge engineering handbook;; Priestley, M.N., Seible, F., Xiao, Y., Verma, R., Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength-part 1: theoretical considerations and test design (1994) Struct J, 91, pp. 394-405; Priestley, M.N., Seible, F., Xiao, Y., Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength-Part 2: test results and comparison with theory (1994) Struct J, 91, pp. 537-551; Daudey, X., Filiatrault, A., Seismic evaluation and retrofit with steel jackets of reinforced concrete bridge piers detailed with lap-splices (2000) Can J Civ Eng, 27, pp. 1-6; Xiao, Y., Wu, H., Retrofit of reinforced concrete columns using partially stiffened steel jackets (2003) J Struct Eng, 129, pp. 725-732; Saadatmanesh, H., Ehsani, M.R., Li, M.W., Strength and ductility of concrete columns externally reinforced with fiber composite straps (1994) ACI Struct J, 91, pp. 434-447; Haroun, M.A., Elsanadedy, H.M., Fiber-reinforced plastic jackets for ductility enhancement of reinforced concrete bridge columns with poor lap-splice detailing (2005) J Bridge Eng, 10, pp. 749-757; Gamble, W.L., Hawkins, N.M., Kaspar, I.I., , pp. 245-250. , Seismic retrofitting experience and experiments in Illinois. In: Proc, 5th National Workshop on Bridge Research in Progress 1996. Buffalo, NY: National Center for Earthquake Engineering Research (NCEER), State Univ. of New York at Buffalo; Saatcioglu, M., Yalcin, C., External prestressing concrete columns for improved seismic shear resistance (2003) J Struct Eng, 129, pp. 1057-1070; Yamakawa, T., Banazadeh, M., Fujikawa, S., (2004), Emergency retrofit of damaged RC columns right after seismic attack using pre-tensioned aramid fiber belts. In: Proc, 1st Conf. on Applications of FRP Composites in Construction and Rehabilitation of Structures;; Nesheli, K.N., Meguro, K., Seismic retrofitting of earthquake-damaged concrete columns by lateral pre-tensioning of FRP belts. In: Proc, 8th US national conf. on earthquake engineering 2006 Apr 18 (2006), Earthquake Engineering Research Institute (EERI) El Cerrito, CA; Yan, Z., Pantelides, C.P., Reaveley, L.D., Shape modification with expansive cement concrete for confinement with FRP composites (2005) ACI Struct J, 230, pp. 1047-1066; Krstulovic-Opara, N., Thiedeman, P.D., Active confinement of concrete members with self-stressing composites (2000) Mater J, 97, pp. 297-308; Andrawes, B., Seismic, S.M., Seismic retrofit of bridge columns using innovative wrapping. In: Proc Structures Congress (2008), ASCE Vancouver, Canada; Shin, M., Andrawes, B., Lateral cyclic behavior of reinforced concrete columns retrofitted with shape memory spirals and FRP wraps (2010) J Struct Eng, 137, pp. 1282-1290; Shin, M., Andrawes, B., (2012), Modeling and validation of RC columns seismically retrofitted using shape memory spiral. In: Proc Structures Congress. ASCE;; Shin, M., Andrawes, B., Emergency repair of severely damaged reinforced concrete columns using active confinement with shape memory alloys (2011) Smart Mater Struct, 20, p. 065018; Dommer, K., Andrawes, B., Thermomechanical characterization of NiTiNb shape memory alloy for concrete active confinement applications (2012) J Mater Civ Eng, 24, pp. 1274-1282; St, A.A.S.H.O., (1969), ard Specifications for Highway Bridges. 10th ed. Washington D.C.: American Association of State Highway Officials;; Hart, C., (2012), Cracking of reinforced concrete structural walls subjected to cyclic loading. Doctoral dissertation, University of Illinois at Urbana-Champaign;; (2008), Caltrans. Bridge design aids. Sacramento, CA: California Department of Transportation;; (2013), Caltrans. Seismic design criteria version 1.7. California Sacramento, CA: California Department of Transportation;; Moncarz, P.D., Krawinkler, H., Theory and application of experimental model analysis in earthquake engineering (1981), The John A. Blume Earthquake Engineering Research Center Stanford University, CA; Li, Q., Ellingwood, B.R., Performance evaluation and damage assessment of steel frame buildings under main shock–aftershock earthquake sequences (2007) Earthquake Eng Struct Dyn, 36, pp. 405-427; ASTM, C109/C109M. Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (using 2-in. or 50-mm Cube Specimens). West Conshohocken, PA: American Society for Testing and Materials; 2008; McKenna, F., Fenves, G.L., Scott, M.H., Open system for earthquake engineering simulation (2000), University of California Berkeley, CA","Andrawes, B.; Department of Civil and Environmental Engineering, United States; email: andrawes@illinois.edu",,,"Elsevier Ltd",,,,,01410296,,ENSTD,,"English","Eng. Struct.",Article,"Final","",Scopus,2-s2.0-85044656242
"Kamde D.K., Pillai R.G.","57204669135;12781775200;","Effect of surface preparation on corrosion of steel rebars coated with cement-polymer-composites (CPC) and embedded in concrete",2020,"Construction and Building Materials","237",,"117616","","",,16,"10.1016/j.conbuildmat.2019.117616","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85075529182&doi=10.1016%2fj.conbuildmat.2019.117616&partnerID=40&md5=2c397335bcf409b3b48da2b7cf03180e","Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India","Kamde, D.K., Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India; Pillai, R.G., Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India","Nowadays, Cement-Polymer-Composites are widely used to coat steel rebars to delay the initiation of corrosion in reinforced concrete (RC) structures. However, Cement-Polymer-Composite (CPC) coating is sometimes inadequately applied on rusted steel and can lead to premature under film/crevice corrosion. This paper investigates the effect of such inadequate applications of CPC coating and premature corrosion on the service life of RC structures. For this, maximum surface chloride concentrations, diffusion coefficients, and chloride thresholds were determined by a one-year-long laboratory study on the specimens obtained from a 6-year-old bridge and prepared in the laboratory. Studies found that the chloride threshold of inadequately coated steel rebar (i.e., coating on ‘as received’ surface) is significantly lower than that of the adequately coated steel rebars (i.e., coating on ‘sandblasted’ surface). Also, the corrosion initiation time for systems with inadequately coated steel rebar was about 50% less than that of the systems with adequately coated steel rebars. The corrosion mechanisms were justified with micrographs. It is recommended not to use CPC coated steel rebars if adequate surface preparation (say, cleaning/sandblasting) is not implemented. © 2019 Elsevier Ltd","Cement polymer composite coating; Chloride threshold; Reinforced concrete; Surface preparation; Time to corrosion initiation","Cements; Chlorine compounds; Composite coatings; Composite materials; Plastic coatings; Polymers; Reinforced concrete; Chloride threshold; Corrosion initiation; Corrosion mechanisms; Polymer composite; Premature corrosion; Surface chloride concentrations; Surface preparation; Time to corrosion initiation; Steel corrosion",,,,,"Ministry of Human Resource Development, MHRD; Department of Science and Technology, Government of Kerala","The authors acknowledge the financial support (Project No. EMR/2016/003196) received from the Department of Science and Technology, and other financial support from the MHRD (Ministry of Human Resource Development) of the Government of India. Authors are grateful to the Larsen & Toubro Construction for providing materials and field specimens. The authors also acknowledge assistance from the laboratory staff and students in the Construction Materials Research Laboratory (CMRL) at the Indian Institute of Technology Madras, Chennai , India.",,,,,,,,,,"Bíaz, B., Nóvoa, X.R., Pérez, C., Pintos, A., EIS study of epoxy resin applied on carbon steel using double-cylinder electrolyte cell (2018) Prog. Org. Coat., 124, pp. 275-285; Cortés, E.V., Corrosion Performance of Epoxy-Coated Reinforcement in Aggressive Environments (1998) The University of Texas at Austin; Kessler, S., Zintel, M., Gehlen, C., Defects in epoxy-coated reinforcement and their impact on the service life of a concrete structure A study of critical chloride content and macro-cell corrosion (2015) Struct. Concr., pp. 398-405; Ababneh, A.N., Sheban, M.A., Abu-Dalo, M.A., Effectiveness of benzotriazole as corrosion protection material for steel reinforcement in concrete (2012) J. Mater. Civ. Eng., 24, pp. 141-151; Criado, M., Sobrados, I., Bastidas, J.M., Sanz, J., Corrosion behaviour of coated steel rebars in carbonated and chloride-contaminated alkali-activated fly ash mortar (2016) Prog. Org. Coat., 99, pp. 11-22; Tang, F., Chen, G., Volz, J.S., Brow, R.K., Koenigstein, M.L., Cement-modified enamel coating for enhanced corrosion resistance of steel reinforcing bars (2013) Cem. Concr. Compos., 35, pp. 171-180; Vedalakshmi, R., Kumar, K., Raju, V., Rengaswamy, N.S., Effect of prior damage on the performance of cement-based coatings on rebar: Macrocell corrosion studies (2000) Cem. Concr. Compos., 22, pp. 417-421; Venkatesan, P., Palaniswamy, N., Rajagopal, K., Corrosion performance of coated reinforcing bars embedded in concrete and exposed to natural marine environment (2006) Prog. Org. Coat., 56, pp. 8-12; Koch, G., Varney, J., Thompson, N., Moghissi, O., Gould, M., Payer, J., International Measures of Prevention, Application, and Economics of Corrosion Technologies Study (2016) NACE International, pp. 1-30. , http://impact.nace.org/documents/Nace-International-Report.pdf; Byrne, A., Holmes, N., Norton, B., State-of-the-art review of cathodic protection for reinforced concrete structures (2016) Mag. Concr. Res., 68, pp. 664-677; Zemajtis, J., Weyers, R.E., Sprinkel, M.M., An evaluation of the performance of epoxy-coated reinforcing steel in concrete exposure specimens (1998) Final Contract Rep. by Virginia Transportation Research Council, 147, p. p; Griffith, A., Laylor, H.M., Epoxy coated Final Report (1999) Security; Weyers, R.E., Ryan, M., Mokarem, D.W., Zemajtis, J., Sprinkel, M.M., Dillard, J.G., Field performance of epoxy-coated reinforcing steel in Virginia bridge decks (1998) Environ. Eng. Blacksburg, Virginia; Fanous, F., Wu, H., Performance of coated reinforcing bars in cracked bridge decks (2005) J. Bridge Eng., 10, pp. 255-261; Biegafiska, B., Zubielewicz, M., Qmiesze, E., Influence of barrier pigments on the performance of protective organic coatings (1988) Prog. Org. Coat., 16, pp. 219-229; Guadagno, L., Raimondo, M., Vittoria, V., Vertuccio, L., Naddeo, C., Russo, S., De Vivo, B., Lamberti, P., (2014) R. Soc. Chem. Adv., pp. 15474-15488; Xue, X., Yang, J., Zhang, W., Jiang, L., Qu, J., Xu, L., Zhang, H., The study of an energy efficient cool white roof coating based on styrene acrylate copolymer and cement for waterproofing purpose — Part I: optical properties, estimated cooling effect and relevant properties after dirt and accelerated exposures (2015) Constr. Build Mater. J., 98, pp. 176-184; Lyon, S.B., Bingham, R., Mills, D.J., Progress in Organic Coatings Advances in corrosion protection by organic coatings: what we know and what we would like to know (2017) Prog. Org. Coat., 102, pp. 2-7; Xue, X., Yang, J., Zhang, W., Jiang, L., Qu, J., Xu, L., Zhang, H., Zhang, Z., The study of an energy efficient cool white roof coating based on styrene acrylate copolymer and cement for waterproofing purpose — Part II : Mechanical and water impermeability properties (2015) Constr. Build. Mater., 96, pp. 666-672; Mayne, J.E.O., The mechanism of the protection of iron and steel by paint (1973) Anti Corrosion, pp. 3-8; Selvaraj, R., Selvaraj, M., Iyer, S.V.K., Studies on the evaluation of the performance of organic coatings used for the prevention of corrosion of steel rebars in concrete structures (2009) Prog. Org. Coat., 64, pp. 454-459; Wheat, H.G., Liu, G., Monitoring the corrosion behavior of coated reinforcement for concrete (2007) ECS Trans., 3, pp. 71-79; Tang, F., Bao, Y., Chen, Y., Tang, Y., Chen, G., Impact and corrosion resistances of duplex epoxy/enamel coated plates (2016) Constr. Build. Mater., 112, pp. 7-18; Mohammed, M.S.H.S., Raghavan, R.S., Knight, G.M.S., Murugesan, V., Macrocell corrosion studies of coated rebars (2014) Arab. J. Sci. Eng., 39, pp. 3535-3543; Wang, X.H., Gao, Y., Corrosion behavior of epoxy-coated reinforced bars in RC test specimens subjected to pre-exposure loading and wetti (2016) Constr. Build. Mater., 119, pp. 185-205; Manning, D.G., Corrosion performance of epoxy-coated reinforcing steel: North American experience (1996) Constr. Build. Mater., 10, pp. 349-365; Singh, D.D.N., Ghosh, R., Unexpected deterioration of fusion-bonded epoxy-coated rebars embedded in chloride-contaminated concrete environments (2005) Corrosion, 61, pp. 815-829; Marsh, J., Scantlebury, J.D., Lyon, S.B., The effect of surface/primer treatments on the performance of alkyd coated steel (2001) Corros. Sci., 43, pp. 829-852; Pei, X., Noël, M., Fam, A., Green, M., Development length of steel reinforcement with corrosion protection cementitious coatings (2015) Cem. Concr. Compos., 60, pp. 34-43; Pei, X., Noël, M., Green, M., Fam, A., Shier, G., Cementitious coatings for improved corrosion resistance of steel reinforcement (2017) Surf. Coat. Technol., 315, pp. 188-195; Jorge, S., Dias-da-Costa, D., Júlio, E.N.B.S., Influence of anti-corrosive coatings on the bond of steel rebars to repair mortars (2012) Eng. Struct., 36, pp. 372-378; Wang, K., Liu, Z., Wang, Z., Yang, W., Study on polymer modified cement-based coating with healing effect on rusty carbon steel (2014) Int. J. Corrosion; Hussain, R.R., Effect of moisture variation on oxygen consumption rate of corroding steel in chloride contaminated concrete (2011) Cem. Concr. Compos., 33, pp. 154-161; Shakouri, M., Trejo, D., A study of the factors affecting the surface chloride maximum phenomenon in submerged concrete samples (2018) Cem. Concr. Compos., 94, pp. 181-190; Shakouri, M., Trejo, D., A time-variant model of surface chloride build-up for improved service life predictions (2017) Cem. Concr. Compos., 84; Song, H.-W., Lee, C.-H., Ann, K.Y., Factors influencing chloride transport in concrete structures exposed to marine environments (2008) Cem. Concr. Compos., 30, pp. 113-121; Ann, K.Y., Ahn, J.H., Ryou, J.S., The importance of chloride content at the concrete surface in assessing the time to corrosion of steel in concrete structures (2009) Constr. Build. Mater., 23, pp. 239-245; Němeček, J., Kruis, J., Koudelka, T., Krejčí, T., Simulation of chloride migration in reinforced concrete (2018) Appl. Math. Comput., 319, pp. 575-585; Nuralinah, D., Laboratory test and numerical analysis of chloride ingress into concrete subjected into airborne salt (2012), (Ph.D. thesis) Nagaoka Univ. Technol. Nagaoaka Niigata; (1999), NT Build 492, Concrete, mortar and cement-based repair materials: Chloride migration coefficient from non-steady-state migration experiments, FINLAND; (2015), ASTM C1556 − 11a, 1556, Standard Test Method for Determining the Apparent Chloride Diffusion Coefficient of Cementitious Mixtures by Bulk Diffusion, Annual Book of ASTM Standards, vol. 4.02 doi:10.1520/C1556-11A.2; (1993), pp. 1-118. , SHRP-S-330, Standard Test Method for Chloride Content in Concrete Using the Specific Ion Probe; Bentz, E.C., Probabilistic modeling of service life for structures subjected to chlorides (2003) ACI Mater. J., pp. 391-397; (2017), ASTM A775/A775M – 17, Standard Specification for Epoxy-Coated Steel Reinforcing Bars 1 doi:10.1520/A0775; Angst, U.M., Geiker, M.R., Michel, A., Gehlen, C., Wong, H., Isgor, O.B., Elsener, B., Buenfeld, N., The steel–concrete interface (2017) Mater. Struct., 50, p. 143; Karuppanasamy, J., Pillai, R.G., A short-term test method to determine the chloride threshold of steel – cementitious systems with corrosion inhibiting admixtures (2017) Mater. Struct., 50, pp. 1-17; Karuppanasamy, J., Pillai, R.G., Statistical distributions for the corrosion rates of conventional and prestressing steel reinforcement embedded in chloride contaminated mortar (2017) Corrosion J., 73, pp. 1119-1131; Rengaraju, S., Neelakantan, L., Pillai, R.G., Investigation on the polarization resistance of steel embedded in highly resistive cementitious systems - An attempt and challenges (2019) Electrochim. Acta, 308, pp. 131-141; (1970), IS:383, Specification for coarse and fine aggregates from natural sources for concrete, Bureau of Indian Standards; (2013), ASTM G109 − 07, Standard Test Method for Determining the Effects of Chemical Admixtures on the Corrosion of Embedded Steel Reinforcement in Concrete Exposed to Chloride Environments; Ding, L., Torbati-sarraf, H., Poursaee, A., The influence of the sandblasting as a surface mechanical attrition treatment on the electrochemical behavior of carbon steel in different pH solutions (2018) Surf. Coat. Technol., 352, pp. 112-119; Ding, L., Poursaee, A., The impact of sandblasting as a surface modification method on the corrosion behavior of steels in simulated concrete pore solution (2017) Constr. Build. Mater., 157, pp. 591-599; Azoor, R.M., Deo, R.N., Birbilis, N., Kodikara, J., On the optimum soil moisture for underground corrosion in different soil types (2019) Corros. Sci.","Pillai, R.G.; Department of Civil Engineering, India; email: pillai@iitm.ac.in",,,"Elsevier Ltd",,,,,09500618,,CBUME,,"English","Constr Build Mater",Article,"Final","",Scopus,2-s2.0-85075529182
"Chalouhi E.K., Gonzalez I., Gentile C., Karoumi R.","57195835470;57192368654;7005059400;6505962168;","Damage detection in railway bridges using Machine Learning: Application to a historic structure",2017,"Procedia Engineering","199",,,"1931","1936",,16,"10.1016/j.proeng.2017.09.287","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029908829&doi=10.1016%2fj.proeng.2017.09.287&partnerID=40&md5=865d3eb9f8dec76c4e0ece2189733747","KTH Royal Institute of Technology, Brinellvägen 23, Stockholm, 100 44, Sweden; Politecnico di Milano, Piazza Leonardo da Vinci 32, Milan, 20133, Italy","Chalouhi, E.K., KTH Royal Institute of Technology, Brinellvägen 23, Stockholm, 100 44, Sweden; Gonzalez, I., KTH Royal Institute of Technology, Brinellvägen 23, Stockholm, 100 44, Sweden; Gentile, C., Politecnico di Milano, Piazza Leonardo da Vinci 32, Milan, 20133, Italy; Karoumi, R., KTH Royal Institute of Technology, Brinellvägen 23, Stockholm, 100 44, Sweden","This paper presents a method that uses machine learning to detect and localize damage in railway bridges. Results of the method application to a historical bridge are presented and used to validate the proposed algorithm. For the application of this technique, both air temperature and deck accelerations data, measured under railway traffic at several locations on the bridge, are needed. The method consists of four stages: (1) collection of such data in both reference condition (i.e. when the state of preservation of the structure is known) and current one; (2) pre-processing of acceleration time histories aimed at extracting characteristics of the crossing train (i.e. running direction, speed and number of axles); (3) training of Artificial Neural Networks and Gaussian Processes using data collected in reference condition and (4) health classification of the bridge in current condition through the comparison between predicted and measured responses. During stage 3, a set of neural networks is trained to predict deck accelerations under every environmental and operational condition (i.e. air temperature and crossing vehicle characteristics, respectively) assuming the reference state of preservation. Then, in stage 4, the current response is compared with accelerations predicted under current environmental and operational conditions. Changes in the behavior of the structure due to damage are thus detected as a discrepancy between predicted and measured responses. The application of the proposed technique to data collected on San Michele Bridge (1889), in Northern Italy, has shown good agreement with results from previous studies based on mode shape variation. This shows the potential and confirms the possibility of applying the proposed technique to real bridges. This method can thus be used to detect anomalous responses that can be flagged as possible damage as well as give an indication of the location of the decayed structural region. © 2017 The Authors. Published by Elsevier Ltd.","Damage detection; Machine learning; Railway Bridges","Artificial intelligence; Atmospheric temperature; Learning systems; Neural networks; Railroad bridges; Railroads; Structural dynamics; Transportation; Acceleration-time history; Anomalous response; Historic structures; Historical bridges; Operational conditions; Railway bridges; Reference condition; Vehicle characteristics; Damage detection",,,,,,,,,,,,,,,,"Gonzalez, I., Karoumi, R., BWIM aided damage detection in bridges using machine learning (2015) Journal of Civil Structural Health Monitoring, 5, pp. 715-725; An, Y., A damage localization method based on the 'jerk energy' (2014) Smart Materials and Structures, 23, p. 025020; Dackermann, U., Application of cepstrum analysis and artificial neural networks for the damage identification of a two-storey framed structure based on response-only measurements (2013) Proceedings of ISHMII; Lee, S.G., Reference-free damage detection for truss bridge structures by continuous relative wavelet entropy method (2014) Structural Health Monitoring, 13, pp. 307-320; Santos, J.P., Static-based early-damage detection using symbolic data analysis and unsupervised learning methods (2015) Frontiers of Structural and Civil Engineering, 9, pp. 1-10; Cavadas, F., Damage detection using data-driven methods applied to moving-load responses (2013) Mechanical Systems Signal Procesing, 39, pp. 409-425; (1889) SNOS-Società Nazionale Delle Officine di Savignano, Il Viadotto di Paderno sull'Adda (Ferrovia Ponte S. Pietro-Seregno), , Camilla e Bertolero Turin; Nascè, V., Zorgno, A., Bertolini, C., Carbon, V., Il ponte di Paderno: Storia e struttura (1984) Conservazione dell'Architettura in Ferro, Restauro, 13, pp. 73-74; Gentile, C., Saisi, A., Continuous dynamic monitoring of a centenary iron bridge for structural modification assessment (2015) Frontiers of Structural and Civil Engineering, 9, pp. 26-41; Cabboi, A., Vibration-based SHM of a centenary bridge: A comparative study between two different automated OMA techniques (2014) Proceedings of EURODYN","Chalouhi, E.K.; KTH Royal Institute of Technology, Brinellvägen 23, Sweden; email: elisakc@kth.se","Romeo F.Gattulli V.Vestroni F.","","Elsevier Ltd","10th International Conference on Structural Dynamics, EURODYN 2017","10 September 2017 through 13 September 2017",,130585,18777058,,,,"English","Procedia Eng.",Conference Paper,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85029908829
"Zakeri J.A., Feizi M.M., Shadfar M., Naeimi M.","23101825800;55652141000;55911541500;56490832300;","Sensitivity analysis on dynamic response of railway vehicle and ride index over curved bridges",2017,"Proceedings of the Institution of Mechanical Engineers, Part K: Journal of Multi-body Dynamics","231","1",,"266","277",,15,"10.1177/1464419316662568","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018671125&doi=10.1177%2f1464419316662568&partnerID=40&md5=bf2b15ffecc3c8e64378b27875c8f598","School of Railway Engineering, Iran University of Science and Technology, Narmak, Tehran, 16846-1311, Iran","Zakeri, J.A., School of Railway Engineering, Iran University of Science and Technology, Narmak, Tehran, 16846-1311, Iran; Feizi, M.M., School of Railway Engineering, Iran University of Science and Technology, Narmak, Tehran, 16846-1311, Iran; Shadfar, M., School of Railway Engineering, Iran University of Science and Technology, Narmak, Tehran, 16846-1311, Iran; Naeimi, M., School of Railway Engineering, Iran University of Science and Technology, Narmak, Tehran, 16846-1311, Iran","When a train passes over bridges, the magnitude of forces and accelerations is altered due to sudden changes in the track stiffness. These forces can change with the variation in operational parameters and are effective particularly in high-speed passenger trains, when studying ride index parameter. In addition, by increasing the speed, old bridge structures could fall into resonance, which has harmful consequences for both bridge and ride comfort index. Moreover, to harmonize the old bridges with the new operational conditions dynamic behavior of the vehicle and ride comfort need to be taken into account. In this paper, coupled vertical and roll vibration of a horizontally curved bridge are considered. During pass over the bridge, acceleration and ride comfort of a passenger vehicle are studied. The eccentric vertical and lateral forces are the major excitation sources in the analysis, an issue that is rarely noticed in the literature. A multi-body model of a normal wagon is built in three dimensions, passing over a horizontally curved bridge. The governing equations of the vehicle-bridge system are written, taking into account the wheel-rail interactions. The major variables are the cant, train speed, track quality, and radius of curvature. The paper studies the effects of the prescribed variables on ride comfort. The results show that track quality and cant have considerable influences on ride comfort index. The ride comfort is improved when the speed is approached to a so-called equivalent speed. © IMechE 2016.","Horizontally curved bridge; Passenger coach; Sensitivity analysis; Sperling index; Vehicle-bridge interaction","Passenger cars; Railroad transportation; Speed; Vehicle wheels; Horizontally curved bridges; Operational conditions; Operational parameters; Passenger coach; Sperling index; Vehicle-bridge interaction; Vehicle-bridge system; Wheel-rail interaction; Sensitivity analysis",,,,,,,,,,,,,,,,"Frýba, L., Kadeĉka, S., Man, O., (1996) Dynamics of Railway Bridges, , London: T. Telford; Esmailzadeh, E., Jalili, N., Vehicle-passenger-structure interaction of uniform bridges traversed by moving vehicles (2003) J Sound Vib, 260, pp. 611-635; Song, M.-K., Noh, H.-C., Choi, C.-K., A new threedimensional finite element analysis model of high-speed train-bridge interactions (2003) Eng Struct, 25, pp. 1611-1626; Stokes, S.G., (1849) Discussion of A Differential Equation Relating to the Breaking of Railway Bridges, , Printed at the Pitt Press by John W. Parker; Willis, R., (1849) Commissioners Report: Application of Iron to Railway Structures, , London: William Clowes & Sons; Timoshenko, S.P., CV. on the forced vibrations of bridges (1922) The London, Edinburgh, and Dublin Philosophical Magazine and Journal of Science, 43, pp. 1018-1019; Wibowo, H., Evaluation of vehicle bridge interaction during earthquake (2012) Proceedings of 15WCEE Lisbon, 1560. , Paper; Fryba, L., (1999) Vibration of Solids and Structures under Moving Loads, , Academia Prague; Frýba, L., Non-stationary response of a beam to a moving random force (1976) J Sound Vib, 46, pp. 323-338; Frýba, L., Estimation of fatigue life of railway bridges under traffic loads (1980) J Sound Vib, 70, pp. 527-541; Ziaei-Rad, S., Ariaei, A., Imregun, M., Vibration analysis of Timoshenko beams under uniform partially distributed moving masses (2007) Proc IMechE, Part K: J Multi-body Dynamics, 221, pp. 551-566; Tan, C.P., Shore, S., Dynamic response of a horizontally curved bridge (1968) Journal of the Structural Division; Veletsos, A.S., Huang, T., Analysis of dynamic response of highway bridges (1970) J Eng Mech Div, 96, pp. 593-620; Blejwas, T., Feng, C., Ayre, R., Dynamic interaction of moving vehicles and structures (1979) J Sound Vib, 67, pp. 513-521; Naeimi, M., 3D dynamic model of the railway wagon to obtain the wheel -rail forces under track irregularities (2015) Proceedings of the Institution of Mechanical Engineers, Part K: Journal of Multi-body Dynamics, 229, pp. 357-369; Zacher, M., Ambrogi, F., Fassbender, F., Dynamics of a train over a flexible bridge (2000) Proceedings of the 15th European Mechanical Dynamics User Conference, Roma, Italy; Jalili, N., Esmailzadeh, E., Dynamic interaction of vehicles moving on uniform bridges (2002) Proc IMechE, Part K: J Multi-body Dynamics, 216, pp. 343-350; Nguyen, D.-V., Kim, K.-D., Warnitchai, P., Simulation procedure for vehicle-substructure dynamic interactions and wheel movements using linearized wheel-rail interfaces (2009) Finite Elem Anal des, 45, pp. 341-356; Xia, H., Lateral dynamic interaction analysis of a train-girder-pier system (2008) J Sound Vib, 318, pp. 927-942; Majka, M., Hartnett, M., Dynamic response of bridges to moving trains: A study on effects of random track irregularities and bridge skewness (2009) Comput Struct, 87, pp. 1233-1252; Wu, Y.-S., Yang, Y.-B., Steady-state response and riding comfort of trains moving over a series of simply supported bridges (2003) Eng Struct, 25, pp. 251-265; Yang, Y.-B., Wu, C.-M., Yau, J.-D., Dynamic response of a horizontally curved beam subjected to vertical and horizontal moving loads (2001) J Sound Vib, 242, pp. 519-537; Liu, K., De Roeck, G., Lombaert, G., The effect of dynamic train-bridge interaction on the bridge response during a train passage (2009) J Sound Vib, 325, pp. 240-251; Zakeri, J.A., Shadfar, M., Feizi, M.M., Sensitivity analysis of bridge-track-train system to parameters of railway (2014) Lat Am J Solid Struct, 11, pp. 598-612; Iwnicki, S., Simulation of wheel-rail contact forces (2003) Fatig Fract Eng Mater Struct, 26, pp. 887-900; Xia, H., Zhang, N., De Roeck, G., Dynamic analysis of high speed railway bridge under articulated trains (2003) Comput Struct, 81, pp. 2467-2478; Wiriyachai, A., Chu, K.-H., Garg, V.K., Bridge impact due to wheel and track irregularities (1982) J Eng Mech Div, 108, pp. 648-666; Au, F., Wang, J., Cheung, Y., Impact study of cablestayed railway bridges with random rail irregularities (2002) Eng Struct, 24, pp. 529-541; Wollström, M., (1998) Internal Noise and Vibration in Railway Vehicles -A Pilot Study, , Stockholm: Division of Railway Technology, Department of Vehicle Engineering, Royal Institute of Technology (KTH); Shadi, K., Investigation on ride quality of vehicle in existence of dynamical vibrations (2006) Payam-e-Raja, 22, pp. 4-7; (1997) Track Safety Standards Subpart G, 213, , The Railway Educational Bureau, US Transportation department","Zakeri, J.A.; School of Railway Engineering, Iran; email: zakeri@iust.ac.ir",,,"SAGE Publications Ltd",,,,,14644193,,,,"English","Proc. Inst. Mech. Eng. Part K J. Multi-body Dyn.",Conference Paper,"Final","",Scopus,2-s2.0-85018671125
"Correia J.A.F.O., de Jesus A.M.P., Silva A.L.L., Pedrosa B., Rebelo C., Calçada R.A.B.","35168869200;57195754611;57207954410;57194159144;35574870000;7801603531;","FE simulation of S-N curves for a riveted connection using two-stage fatigue models",2017,"Advances in Computational Design","2","4",,"333","348",,14,"10.12989/acd.2017.2.4.333","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046696223&doi=10.12989%2facd.2017.2.4.333&partnerID=40&md5=870bcf6e66e660548369a58a5018d9db","Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Department of Civil Engineering, University of Coimbra, Rua Luis Reis Santos, Coimbra, 3030-788, Portugal","Correia, J.A.F.O., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; de Jesus, A.M.P., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Silva, A.L.L., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Pedrosa, B., Department of Civil Engineering, University of Coimbra, Rua Luis Reis Santos, Coimbra, 3030-788, Portugal; Rebelo, C., Department of Civil Engineering, University of Coimbra, Rua Luis Reis Santos, Coimbra, 3030-788, Portugal; Calçada, R.A.B., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal","Inspections of ancient metallic bridges have illustrated fatigue cracking in riveted connections. This paper presents a comparison between two alternative finite element (FE) models proposed to predict the fatigue strength of a single shear and single rivet connection. The first model is based on solid finite elements as well as on contact elements, to simulate contact between the components of the connection. The second model is built using shell finite elements in order to model the plates of the riveted connection. Fatigue life predictions are carried out for the shear splice, integrating both crack initiation and crack propagation lives, resulting from the two alternative FE models. Global fatigue results, taking into account several clamping stresses on rivet, are compared with available experimental results. Proposed comparisons between predictions and experimental data illustrated that the proposed two-stage model yields consistent results. © 2017 Techno-Press, Ltd.","Ancient bridges; Fatigue; Finite element model; Riveted connections; S-N curve",,,,,,"Fundação para a Ciência e a Tecnologia, FCT: NORTE-01-0145-FEDER-000022, SFRH/BPD/107825/2015; Federación Española de Enfermedades Raras, FEDER; European Regional Development Fund, FEDER; Programa Operacional Regional do Centro, Centro 2020","The authors acknowledge the Portuguese Science Foundation (FCT) for the financial support through the post-doctoral grant SFRH/BPD/107825/2015. Authors gratefully acknowledge the funding of SciTech-Science and Technology for Competitive and Sustainable Industries, R&D project NORTE-01-0145-FEDER-000022 cofinanced by Programa Operacional Regional do Norte (“NORTE2020”), through Fundo Europeu de Desenvolvimento Regional (FEDER).",,,,,,,,,,"Alati, N., Nava, V., Failla, G., Arena, F., Santini, A., On the fatigue behavior of support structures for offshore wind turbines (2014) Wind Struct, 18 (2), pp. 117-134; Balsón, S., Correia, J.A.F.O., de Jesus, A.M.P., Fernandez-Canteli, A., Calçada, R.A.B., A probabilistic analysis of Miner’s law for different loading conditions (2016) Struct. Eng. Mech., 60 (1), pp. 71-90; Basquin, O.H., The exponential law of endurance tests (1910) Proc. ASTM, 10 (II), pp. 625-630; Coffin, L.F., A study of the effects of the cyclic thermal stresses on a ductile metal (1954) Translat. ASME, 76, pp. 931-950; Correia, J.A.F.O., (2008) “Development Fatigue Life Predictions Models for the Riveted Connection, , M.Sc. Dissertation, University of Trás-os-Montes and Alto Douro, Portugal; Correia, J.A.F.O., de Jesus, A.M.P., Figueiredo, M.A.V., Ribeiro, A.S., Fernandes, A.A., Overview of recent Portuguese research on fatigue behaviour of ancient Portuguese riveted steel bridges (2009) Revist. Mecân. Exper., 16, pp. 73-79; Correia, J.A.F.O., de Jesus, A.M.P., Figueiredo, M.A.V., Ribeiro, A.S., Fernandes, A.A., Variability analysis of fatigue crack growth rates of materials from ancient Portuguese steel bridges (2008) Proceedings of the Bridge Maintenance, Safety and Management, , Korea, July; Correia, J.A.F.O., Jesus, A.M.P., Figueiredo, M.V., Ribeiro, A.S., Fernandes, A.A., “Fatigue assessment of riveted railway bridge connections. Part I: Experimental investigations (2008) Proceedings of the 7Th International Conference on Steel Bridges, Guimarães, Portugal; Correia, J.A.F.O., de Jesus, A.M., Silva, A.L.L., Simulação por elementos finitos de curvas S-N de ligações rebitadas (2011) Revist. Mecân. Exper., 19, pp. 9-18; Correia, J.A.F.O., de Jesus, A.M.P., Silva, A.L.L., Silva, J.F.N., A procedure to derive probabilistic fatigue strength data for riveted joints (2010) Sbridge Maintenance, Safety and Management, , Pennsylvania, U.S.A., July; de Jesus, A.M.J., Correia, J.A.F.O., Fatigue assessment of riveted railway bridge connections. Part II: Numerical investigations (2008) Proceedings of the 7Th International Conference on Steel Bridges, , Guimarães, Portugal; de Jesus, A.M.P., Correia, J.A.F.O., Ribeiro, A.S., Figueiredo, M.V., Fernandes, A.A., Low-cycle and crack growth fatigue data of a steel from the trezói railway riveted bridge (2008) Proceedings of the 11Th Portuguese Conference on Fracture, , Caparica, Portugal; de Jesus, A.M.P., Correia, J.A.F.O., Stress intensity factors evaluation for riveted beams applying FEA with VCCT (2010) Proceedings of the Bridge Maintenance, Safety and Management, Pennsylvania, U.S.A., July; de Jesus, A.M.P., da Silva, A.L.L., Figueiredo, M.V., Correia, J.A.F.O., Ribeiro, A.S., Fernandes, A.A., Strain-life and crack propagation fatigue data from several Portuguese old metallic riveted bridges (2011) Eng. Fail. Analy., 18 (1), pp. 148-163; de Jesus, A.M.P., Pinto, H., Fernández-Canteli, A., Castillo, H., Correia, J.A.F.O., Fatigue assessment of a riveted shear splice based on a probabilistic model (2010) J. Fatigue, 32, pp. 453-462; de Jesus, A.M.P., Silva, A.L.L., Correia, J.A.F.O., Fatigue of riveted and bolted joints made of puddle iron-a numerical approach (2014) J. Constr. Steel Res., 102, pp. 164-177; de Jesus, A.M.P., Silva, A.L.L., Correia, J.A.F.O., Fatigue of riveted and bolted joints made of puddle iron-an experimental approach (2015) J. Constr. Steel Res., 104, pp. 81-90; Habashizadeh Asl, M.H., Chenaglou, M.R., Abedi, K., Hassan Afshin, H., 3D finite element modelling of composite connection of RCS frame subjected to cyclic loading (2013) Steel Compos. Struct., 15 (3), pp. 281-298; Imam, B., Righiniotis, T.D., Chryssanthopoulos, M.K., Numerical modelling of riveted railway bridge connections for fatigue evaluation (2007) Eng. Struct., 29 (11), pp. 3071-3081; Jorge, R.N., Ribeiro, A.S., Jesus, A.M.P., Figueiredo, M., Tavares de Castro, P.M.S., Fernandes, A.A., Eiffel Bridge-Viana Do Castelo (2006) Results Evaluation of Experimental Program, , IDMEC/FEUP, Faculty of Engineering, University of Porto; Jovašević, S., Correia, J.A.F.O., Pavlović, M., Rebelo, C., de Jesus, A.M.P., Veljković, M., Simões Da Silva, L., Global fatigue life modelling of steel half-pipes bolted connections (2016) Proc. Eng., 160, pp. 278-284; Krueger, R., (2002) The Virtual Crack Closure Technique: History, Approach and Applications, , Technical Report, NASA/CR-2002-211628 ICASE Report N.º 2002-10, NASA Langley Research Center Hampton; Kwad, J., Alencar, G., Jesus, A., Correia, J.A.F.O., Calçada, R., Brownjohn, J., Prakash, K., Fatigue assessment of an existing bascule steel motorway bridge by finite element modelling (2017) J. Phys., 843; Lalthlamuana, R., Talukdar, S., Rating of steel bridges considering fatigue and corrosion (2013) Struct. Eng. Mech., 47 (5), pp. 643-660; Lesiuk, G., Szata, M., Bocian, M., The mechanical properties and the microstructural degradation effect in an old low carbon steels after 100-years operating time (2015) Arch. Civil Mech. Eng., 15 (4), pp. 786-797; Lim, C., Choi, W., Sumner, E.A., Parametric study using finite element simulation for low cycle fatigue behavior of end plate moment connection (2013) Steel Compos. Struct., 14 (1), pp. 57-71; Liu, Z., Hebdon, M.H., Correia, J.A.F.O., Carvalho, H., Vilela, P., de Jesus, A.M.P., Calçada, R., Fatigue life evaluation of critical details of the hercílio luz suspension bridge (2017) Proc. Struct. Integr, , In Press; Manson, S.S., (1954) Behaviour of Materials under Conditions of Thermal Stress, , NACA TN-2933, National Advisory Committee for Aeronautics; Morrow, J.D., Cyclic Plastic Strain Energy and Fatigue of Metals in Internal Friction, Damping and Cyclic Plasticity (1965) American Society for Testing and Materials, pp. 45-87. , Philadelphia, U.S.A; Nanda Kumar, M.R., Ramachandra Murthy, A., Gopinath, S., Nagesh, R., Iyer, N.R., XFEM for fatigue and fracture analysis of cracked stiffened panels (2016) Struct. Eng. Mech., 57 (1), pp. 65-89; Neuber, H., Theory of stress concentration for shear-strained prismatic bodies with arbitrary nonlinear stress-strain law (1961) J. Appl. Mech., 28, pp. 544-550; Ö Ztürk, F., Correia, J.A.F.O., Rebelo, C., de Jesus, A.M.P., Simões Da Silva, L., Fatigue assessment of steel half-pipes bolted connections using local approaches (2016) Proc. Struct. Integr., 1C, pp. 118-125; Paris, P.C., Erdogan, F., A critical analysis of crack propagation laws (1963) J. Bas. Eng., 85, pp. 528-534; Ramberg, W., Osgood, W.R., Description of Stress-Strain Curves by Three Parameters (1943) NACA Tech. Note No., 902; Sanches, R.F., de Jesus, A.M.P., Correia, J.A.F.O., Silva, A.L.L., Fernandes, A.A., A Probabilistic fatigue approach for riveted joints using monte carlo simulation (2015) J. Constr. Steel Res., 110, pp. 149-162; (2008), ANSYS, Houston, Version 11.0; Silva, T., (2006) Trezói Bridge-Study on the Fatigue Behaviour of Riveted Joints in Steel Bridges Ancient, FEUP/DEMEGI, , Project Report on Graduation","Correia, J.A.F.O.; Faculty of Engineering, Rua Dr. Roberto Frias, Portugal; email: jacorreia@inegi.up.pt",,,"Techno-Press",,,,,23838477,,,,"English","Adv. Comput. Des.",Article,"Final","",Scopus,2-s2.0-85046696223
"Ri S., Tsuda H., Chang K., Hsu S., Lo F., Lee T.","55496439200;57201837945;7404878786;7403184242;57213186557;57214422835;","Dynamic Deformation Measurement by the Sampling Moiré Method from Video Recording and its Application to Bridge Engineering",2020,"Experimental Techniques","44","3",,"313","327",,13,"10.1007/s40799-019-00358-4","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077698400&doi=10.1007%2fs40799-019-00358-4&partnerID=40&md5=30acb5631c8afab23273990f3f2dfc51","Research Institute for Measurement and Analytical Instrumentation, National Metrology Institute of Japan (NMIJ), National Institute of Advanced Industrial Science and Technology (AIST), 1-1-1 Umezono, Tsukuba, 305-8568, Japan; Center for Measurement Standards (CMS), Industrial Technology Research Institute of Taiwan (ITRI), Bldg. 8, 321, Sec. 2, Kuang Fu Rd, Hsinchu, 30011, Taiwan; Department of Civil Engineering, National Central University, No. 300, Zhongda Rd., Zhongli Dist., Taoyuan City, 32001, Taiwan","Ri, S., Research Institute for Measurement and Analytical Instrumentation, National Metrology Institute of Japan (NMIJ), National Institute of Advanced Industrial Science and Technology (AIST), 1-1-1 Umezono, Tsukuba, 305-8568, Japan; Tsuda, H., Research Institute for Measurement and Analytical Instrumentation, National Metrology Institute of Japan (NMIJ), National Institute of Advanced Industrial Science and Technology (AIST), 1-1-1 Umezono, Tsukuba, 305-8568, Japan; Chang, K., Center for Measurement Standards (CMS), Industrial Technology Research Institute of Taiwan (ITRI), Bldg. 8, 321, Sec. 2, Kuang Fu Rd, Hsinchu, 30011, Taiwan; Hsu, S., Center for Measurement Standards (CMS), Industrial Technology Research Institute of Taiwan (ITRI), Bldg. 8, 321, Sec. 2, Kuang Fu Rd, Hsinchu, 30011, Taiwan; Lo, F., Center for Measurement Standards (CMS), Industrial Technology Research Institute of Taiwan (ITRI), Bldg. 8, 321, Sec. 2, Kuang Fu Rd, Hsinchu, 30011, Taiwan; Lee, T., Department of Civil Engineering, National Central University, No. 300, Zhongda Rd., Zhongli Dist., Taoyuan City, 32001, Taiwan","Measuring accurate dynamic deformation distribution for large-scale structures inexpensively and efficiently is a crucial challenge of structural health monitoring. In this study, a simple technique for measuring the deflection and vibration frequency from a captured video, based on the sampling Moiré method is developed. The striking advantage over conventional measurement using sensors and other imaging techniques are that the developed technique allows accurate measurement of two-dimensional deformations at multiple locations as well as the natural frequency of the target structure. Joint Photographic Experts Group (JPEG)-formatted images encoded from the recorded video with Motion-JPEG (MJPEG) format reduced the file size significantly without degrading the measurement accuracy and applied to deformation measurement. The effectiveness of the developed technique was confirmed through a field experiment of an old bridge in Taiwan. The field experiment demonstrated that both deflection and natural frequency of the bridge were successfully measured with higher 0.1 mm displacement accuracy and 0.05 Hz frequecy comparable to a conventional microwave radar displacement sensor from 20 m distance. © 2020, The Author(s).","Bridge; Displacement measurement; Image compression; Phase analysis; Sampling Moiré; Video record","Bridges; Deformation; Displacement measurement; Image compression; Microwave sensors; Natural frequencies; Structural health monitoring; Video recording; Accurate measurement; Conventional measurements; Deformation measurements; Dynamic deformation measurements; Joint photographic experts group; Large scale structures; Measurement accuracy; Phase analysis; Electric measuring bridges",,,,,,,,,,,,,,,,"Cowing, M.M., Pate-Cornell, M.E., Glynn, P.W., Dynamic modeling of the tradeoff between productivity and safety in critical engineering systems (2004) Reliab Eng Syst Saf, 86 (3), pp. 269-284; Markowski, A.S., Mannan, M.S., Kotynia, A., Siuta, D., Uncertainty aspects in process safety analysis (2010) J Loss Prev Process Ind, 23 (3), pp. 446-454; Ri, S., Tsuda, H., Measuring small deformations of large structures using a digital camera (2013) SPIE Newsroom, , (,),.,., https://doi.org/10.1117/2.1201305.004877; Vohra, S.T., Todd, M.D., Johnson, G.A., Chang, C.C., Danver, B.A., Fiber Bragg grating sensor system for civil structure monitoring applications and field tests (1999) Proc SPIE, 3746, pp. 32-37; Ng, J.H., Zhou, X., Yang, X., Hao, J., A simple temperature-insensitive fiber Bragg grating displacement sensor (2007) Opt Commun, 273 (2), pp. 398-401. , COI: 1:CAS:528:DC%2BD2sXjsVWrsrw%3D; Li, C., Peng, Z., Huang, T., Fan, T., Wang, F., Horng, T., Munoz-Ferreras, J., Lin, J., A review on recent progress of portable short-range noncontact microwave radar systems (2017) IEEE Transactions on Microwave Theory and Techniques, 65 (5), pp. 1692-1706; Kaito, K., Abe, M., Fujino, Y., Development of non-contact scanning vibration measurement system for real-scale structures (2005) Struct Infrastruct Eng, 1 (3), pp. 189-205; Wahbeh, A.M., Caffrey, J.P., Masri, S.F., A vision-based approach for the direct measurement of displacements in vibrating systems (2003) Smart Mater Struct, 12 (5), pp. 785-794; Lee, J.J., Shinozuka, M., A vision-based system for remote sensing of bridge displacement (2006) NDT&E Int, 39 (5), pp. 425-432; Sutton, M.A., Cheng, M., Peters, W.H., Chao, Y.J., McNeil, S.R., Application of an optimized digital correlation method to planar deformation analysis (1986) Image Vis Comput, 4 (3), pp. 143-150; Yoneyama, S., Kitagawa, A., Iwata, S., Tani, K., Kikuta, H., Bridge deflection measurement using digital image correlation (2007) Exp Tech, 31 (1), pp. 34-40; Pan, B., Tian, L., Song, X., Real-time, non-contact and targetless measurement of vertical deflection of bridges using off-axis digital image correlation (2016) NDT&E Int, 79, pp. 73-80; Tian, L., Pan, B., Remote bridge deflection measurement using an advanced video deflectometer and actively illuminated LED targets (2016) Sensors, 16, p. 1344; Hoag, A., Hoult, N., Take, W., Moreu, F., Le, H., Tolikonda, V., Measuring displacements of a railroad bridge using DIC and accelerometers (2017) Smart Structures and Systems, 19 (2), pp. 225-236; Xu, Y., Brownjohn, J., Review of machine-vision based methodologies for displacement measurement in civil structures (2018) J Civ Struct Heal Monit, 8, pp. 91-110; Khuc, T., Catbas, F.N., Completely contactless structural health monitoring of real-life structures using cameras and computer vision (2017) Struct Control Health Monit, 24; Martins, L.L., Rebordao, J.M., Ribeiro, A.S., Structural observation of long-span suspension bridges for safety assessment: implementation of an optical displacement measurement system (2015) J Phys Conf Ser, 588, p. 12004; Ri, S., Fujigaki, M., Morimoto, Y., Sampling moiré method for accurate small deformation distribution measurement (2010) Exp Mech, 50 (4), pp. 501-508; Ri, S., Muramatsu, T., Theoretical error analysis of the sampling moiré method and phase compensation methodology for single-shot phase analysis (2012) Appl Opt, 51 (16), pp. 3214-3223; Ri, S., Muramatsu, T., Saka, M., Nanbara, K., Kobayashi, D., Accuracy of the sampling moiré method and its application to deflection measurements of large-scale structures (2012) Exp Mech, 52 (4), pp. 331-340; Ri, S., Saka, M., Nanbara, K., Kobayashi, D., Dynamic thermal deformation measurement of large-scale, high-temperature piping in thermal power plants utilizing the sampling Moiré method and grating magnets (2013) Exp Mech, 53 (9), pp. 1635-1646; https://ffmpeg.org, FFmpeg, (Ver. 4.0.4, March 28 2019 Released); Pennebaker, W.B., Mitchellm, J.L., (1993) JPEG still image data compression standard, , Springer Science & Business Media, New York","Ri, S.; Research Institute for Measurement and Analytical Instrumentation, 1-1-1 Umezono, Japan; email: ri-shien@aist.go.jp",,,"Springer",,,,,07328818,,EXPTD,,"English","Exp. Tech.",Article,"Final","All Open Access, Hybrid Gold",Scopus,2-s2.0-85077698400
"Barbosa J.F., Correia J.A.F.O., Montenegro P.A., Júnior R.C.S.F., Lesiuk G., De Jesus A.M.P., Calçada R.A.B.","57208358515;35168869200;42962111600;36979704500;33767847900;57195754611;7801603531;","A comparison between S-N logistic and kohout-věchet formulations applied to the fatigue data of old metallic bridges materials",2019,"Frattura ed Integrita Strutturale","13","48",,"400","410",,13,"10.3221/IGF-ESIS.48.38","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064262328&doi=10.3221%2fIGF-ESIS.48.38&partnerID=40&md5=bcf8b0b5994298d86c4b5bb2cb310719","Federal University of Rio Grande do Norte, Natal, Brazil & Federal Rural University of the Semi-Arid Region, Mossoró, Brazil; Faculty of Engineering, University of Porto, Porto, Portugal; Federal University of Rio Grande do Norte, Natal, Brazil; Faculty of Mechanical Engineering, Department of Mechanics, Material Science and Engineering, Wrocław University of Science and Technology, Smoluchowskiego 25, Wrocław, 50-370, Poland","Barbosa, J.F., Federal University of Rio Grande do Norte, Natal, Brazil & Federal Rural University of the Semi-Arid Region, Mossoró, Brazil, Faculty of Engineering, University of Porto, Porto, Portugal; Correia, J.A.F.O., Faculty of Engineering, University of Porto, Porto, Portugal; Montenegro, P.A., Faculty of Engineering, University of Porto, Porto, Portugal; Júnior, R.C.S.F., Federal University of Rio Grande do Norte, Natal, Brazil; Lesiuk, G., Faculty of Mechanical Engineering, Department of Mechanics, Material Science and Engineering, Wrocław University of Science and Technology, Smoluchowskiego 25, Wrocław, 50-370, Poland; De Jesus, A.M.P., Faculty of Engineering, University of Porto, Porto, Portugal; Calçada, R.A.B., Faculty of Engineering, University of Porto, Porto, Portugal","A new formulation of a Logistic deterministic S-N curve is applied to fatigue data of metallic materials from ancient Portuguese riveted steel bridges. This formulation is based on a modified logistic relation that uses three parameters to fit the low-cycle- (LCF), finite-life- and high-cyclefatigue (HCF) regions. This model is compared to the Kohout-Věchet fatigue model, which has a refined adjustment from very low-cycle fatigue (VLCF) to very high-cycle fatigue (VHCF). These models are also compared with other models, such as, power law and fatigue-life curve from the ASTM E739 standard. The modelling performance of the S-N curves was made using the fatigue data considering the stress fatigue damage parameter for the materials from the Eiffel, Luiz I, Fão and Trezói riveted steel bridges. Using a qualitative methodology of graphical adjustment analysis and another quantitative using the mean square error, it was possible to evaluate the performance of the mean S-N curve formulation. The results showed that the formulation of the S-N curve using the Logistic equation applied to the metallic materials from the old bridges resulted in a superior performance when compared with others models under consideration, both in the estimation of fatigue behaviour in the low-cycle fatigue (LCF) region and in the lowest mean square error. © 2019, Gruppo Italiano Frattura. All rights reserved.","Fatigue; Fatigue-life curve; Kohout-Věchet model; Logistic formulation; Prediction","Forecasting; Mean square error; Steel bridges; Fatigue behaviour; Fatigue damage parameters; Fatigue life curve; Logistic equations; Low cycle fatigues; Qualitative methodologies; Riveted steel bridges; Very high cycle fatigue; Fatigue of materials",,,,,"Fundação para a Ciência e a Tecnologia, FCT: SFRH/BPD/107825/2015; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior, CAPES; Fundació Catalana de Trasplantament, FCT: POCI-01-0145-FEDER-030103","T his study was financed in part by the Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - Brasil (CAPES) - Finance Code 001. The authors also acknowledge the Portuguese Science Foundation (FCT) for the financial support through the postdoctoral grant SFRH/BPD/107825/2015, as well as the funding of FiberBridge -Fatigue strengthening and assessment of railway metallic bridges using fiber-reinforced polymers (POCI-01-0145-FEDER-030103) by FEDER funds through COMPETE2020 (POCI) and by national funds (PIDDAC) through Portuguese Science Foundation (FCT).",,,,,,,,,,"(2004), Standard Practices for Statistical Analysis of Linear or Linearized Stress-Life (SN) and Strain-Life (ε-N) Fatigue Data, ASTM Int. West Conshohocken, PA, USA; (2012), 12107: 2003, Metallic materials--Fatigue testing--Statistical planning and analysis of data, Int. Organ. Stand; Standard, E., (2003) Eurocode 3: Design of Steel Structures, pp. 1-117. , Part 1.9, Control; Steel, concrete and composite bridges. 10: Code of practice for fatigue (1980) Eurocode, 3 (1); (2004) American Association of State Highway and Transportation Officials (AASHTO), , Washington, DC; Kohout, J., Vechet, S., A new function for fatigue curves characterization and its multiple merits (2001) Int. J. Fatigue, 23 (2), pp. 175-183; Weibull, W., Fatigue Testing and Analysis of Results: Publ (1961) For and on Behalf of Advisory Group for Aeronautical Research and Development, , North Atlantic Treaty Organisation, Pergamon Press; Chaminda, S.S., Ohga, M., Dissanayake, R., Taniwaki, K., Different approaches for remaining fatigue life estimation of critical members in railway bridges (2007) Steel Struct., 7, pp. 263-276; Kajolli, R., (2013) A New Approach for Estimating Fatigue Life in Offshore Steel Structures, , University of Stavanger, Norway; De Jesus, A.M.P., Pinto, H., Fernández-Canteli, A., Castillo, E., Correia, J.A.F.O., Fatigue assessment of a riveted shear splice based on a probabilistic model (2010) Int. J. Fatigue, 32 (2), pp. 453-462; De Jesus, A.M., Da Silva, A.L., Figueiredo, M.V., Correia, J.A.F.O., Ribeiro, A.S., Fernandes, A.A., Strainlife and crack propagation fatigue data from several Portuguese old metallic riveted bridges (2011) Eng. Fail. Anal., 18 (1), pp. 148-163; Correia, J., Apetre, N., Arcari, A., De Jesus, A., Muñiz-Calvente, M., Calçada, R., Berto, F., Fernández-Canteli, A., Generalized probabilistic model allowing for various fatigue damage variables (2017) Int. J. Fatigue, 100, pp. 187-194; Muniz-Calvente, M., De Jesus, A.M., Correia, J.A.F.O., Fernández-Canteli, A., A methodology for probabilistic prediction of fatigue crack initiation taking into account the scale effect (2017) Eng. Fract. Mech., 185, pp. 101-113; Kohout, J., Vechet, S., Some Estimations of Tolerance Bands of SN Curves (2008) Mater. Sci., 14 (3), pp. 202-205; Zapletal, J., Věchet, S., Kohout, J., Obrtlík, K., Fatigue lifetime of ADI from ultimate tensile strength to permanent fatigue limit (2008) Strength Mater., 40 (1), pp. 32-35; Mu, P.G., Wan, X.P., Zhao, M.Y., A New S-N Curve Model of Fiber Reinforced Plastic Composite (2011) Key Eng. Mater., 462-463, pp. 484-488; Freire Júnior, R.C.S., Belísio, A.S., Probabilistic S-N curves using exponential and power laws equations (2014) Compos. Part B Eng., 56, pp. 582-590; Correia, J.A.F.O., Raposo, P., Muniz-Calvente, M., Blasón, S., Lesiuk, G., De Jesus, A.M.P., Moreira, P.M.G.P., Canteli, A.F., A generalization of the fatigue Kohout-Věchet model for several fatigue damage parameters (2017) Eng. Fract. Mech., 185, pp. 284-300; Taras, A., Greine, R., Development and application of a fatigue class catalogue for riveted bridge components (2010) Struct. Eng. Int. J. Int. Assoc. Bridg. Struct. Eng; Goodman, J., (1919) Mechanics Applied to Engineering, , Longmans, Green, and co; Soderberg, C.R., Factor of Safety and Working Stress (1930) Trans. Am. Soc. Test Matls, 52, p. 146; (1997), SAE Fatigue design handbook: AE-22",,,,"Gruppo Italiano Frattura",,,,,19718993,,,,"English","Frat. Integrita Strutr.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85064262328
"Vosoughifar H., Madadi F., Rabiefar A.","6504459091;57194857408;57194855904;","Modified dynamic stress concentration factor for twin tunnels using a novel approach of FEM-scattering",2017,"Tunnelling and Underground Space Technology","70",,,"30","41",,12,"10.1016/j.tust.2017.07.006","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85023639136&doi=10.1016%2fj.tust.2017.07.006&partnerID=40&md5=615a037ad83e6b4638b4375f118484de","Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran; ETKA Organization Research and Innovation, Iran","Vosoughifar, H., Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran; Madadi, F., Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran; Rabiefar, A., ETKA Organization Research and Innovation, Iran","The frequent failure of newly built tunnels under earthquake loading has led to a broader range of research into assessing the effect of seismic waves on tunnels. Numerous researchers have worked on twin tunnels and the effect of wave scattering due to vibration of harmonic waves to date. As for the near-field wave scattering and range of the recording of the acceleration of the ground during an earthquake. However, little research has been conducted on a comprehensive scale. This study attempted to examine the scattering in Si-o-seh Pol Bridge, a monument in Isfahan city, using the Hankel's function of the first and second kinds for near-field earthquakes (Northridge, Tabas and Kobe). All of scattering analysis were done through FESCAM code that designed and developed in MATLAB software as a toolbox by authors of this paper. The historic bridge of Si-o-seh Pol Bridge and its neighboring twin tunnels for subway were selected as a case study. The first kind of Hankel's function was considered as a supplementary parameter to the seismic analysis using finite element method procedure. The amount of dynamic scattering of twin tunnels subjected seismic loads considered as extra strain and stress around tunnels using Hankel's function results. The results between two cases with and without considering scattering waves of tunnels show that the mean horizontal displacement and the mean vertical displacement of Si-o-seh Pol Bridge can be increased about 28.8% and 30.11% respectively. The results of statistical analysis with Mann-Whitney test show that there is no significant difference between the seismic performance of Si-o-seh Pol Bridge with and without consideration of the scattering effect of the tunnels (P-Value = 0.6 > 0.05). However, the results of this study versus the past studies reflect the fact that horizontal and vertical displacements when involving the tunnel are 34.10% increase and −48.51% decline, respectively. This means that the twin tunnels are effective in displacement of the adjacent monument from the engineering perspective. © 2017 Elsevier Ltd","Monument; Near-field earthquakes; Twin tunnels; Wave scattering","Bridges; Finite element method; Geophysics; Hankel functions; MATLAB; Seismic waves; Seismology; Silicon; Stress concentration; Dynamic stress concentration factor; Engineering perspective; Horizontal and vertical displacement; Horizontal displacements; Monument; Near-field earthquakes; Twin tunnels; Wave scattering; Earthquakes; displacement; dynamic response; earthquake engineering; finite element method; monument; seismic wave; tunnel; vibration; wave scattering; Esfahan [Esfahan (PRV)]; Esfahan [Iran]; Iran",,,,,,,,,,,,,,,,"Abramowitz, M., Stegun, I.A., Handbook of Mathematical Functions (1964), National Bureau of Standards Washington, DC; Afifipour, M., Sharifzadeh, M., Shahriar, K., Jamshidi, H., Interaction of twin tunnels and shallow foundation at Zand underpass, Shiraz metro, Iran (2011) Tunn. Undergr. Space Technol., 26 (2), pp. 356-363; Amorosi, A., Boldini, D., Numerical modelling of the transverse dynamic of circular tunnels in clayey soils (2009) Soil Dyn. Earthq. Eng., 29, pp. 1059-1072; Azadi, M.A., Zahedi, Evaluation of the impacts of drilling urban tunnels as lifelines on adjacent structures (2011) Proc. Eng., 14, pp. 3069-3075; Bourbie, T., Coussy, O., Zinszner, B., Acoustics of Porous Media (1987), p. 2014. , Golf Publishing. Buildings, P. C Houston; (2014), Buildings, Permanent Committee for Revising The Iranian Code of Practice for Seismic Resistant Design,. Iranian code of practice for seismic resistant design of building (Standard No. 2800), third ed. Road, Housing and Urban Development Research Center, Tehran; Didem Aktas, Y., Turer, A., Seismic evaluation and strengthening of nemrut monuments (2015) J. Cultural Heritage, 16, pp. 381-385; Gatmiri, B., Eslami, H., Scattering of harmonic waves by a circular cavity in a porous medium: complex functions theory approach (2007) Int. J. Geomech., pp. 371-381; Gatmiri, B., Eslami, H., Wave scattering in cross-anisotropic porous media around the cavities and inclusions (2008) Soil Dyn. Earthq. Eng., pp. 1014-1027; Hasheminejad, S., Avazmohammadi, R., Harmonic wave diffraction by two circular cavities in a poroelastic formation (2007) Soil Dyn. Earthq. Eng., 27 (1), pp. 29-41; Hasheminejad, S., Avazmohammadi, R., Dynamic stress concentrations in lined twin tunnels within fluid-saturated soil (2008) J. Eng. Mech., 134 (7), pp. 542-554; Hasheminejad, S., Hosseini, H., Radiation loading of a cylindrical source in a fluid-filled cylindrical cavity embedded within a fluid-saturated poroelastic medium (2002) J. Appl. Mech., 69; Hussein, M., Hunt, H., Kuo, K., Alves Costa, P., Barbosa, J., The use of sub-modelling technique to calculate vibration in buildings from underground railways (2015) Rail Rapid Transit, 3 (229), pp. 303-314; Jiang, L.-F., Zhoub, X.-L., Wang, J.-H., Scattering of a plane wave by a lined cylindrical cavity in a poroelastic half-plane (2009) Comput. Geotech., 36 (5), pp. 773-786; Jones, S., Hunt, H., Predicting surface vibration from underground railways through inhomogeneous soil (2012) Sound Vib., pp. 2055-2069; Lee, S.-C., Evanescent wave scattering at off-axis incidence on multiple cylinders located near a surface (2015) J. Quant. Spect. Rad. Transf., 151, pp. 239-250; Liu, Q., Wang, R., Dynamic response of twin closely-spaced circular tunnels to harmonic plane waves in a full space (2012) Tunn. Undergr. Space Technol., 32, pp. 212-220; Liu, G.B., Xie, K.H., Liu, X., Dynamic response of a partially sealed tunnel in porous rock under inner water pressure (2010) Tunn. Undergr. Space Technol.; Liu, Q., Zhao, M., Wang, L., Scattering of plane P, SV or Rayleigh waves by a shallow lined tunnel in an elastic half space (2013) Soil Dyn. Eathq. Eng.; Liu, Q., Zhao, M., Zhang, C., Antiplane scattering of SH waves by a circular cavity in an exponentially graded half space (2014) Int. J. Eng. Sci.; Lombaert, G., François, S., Verbraken, H., Degrande, G., Thompson, D., Numerical, experimental and hybrid methods for the prediction of railway-induced ground vibration (2014), In: Proceedings of the 9th International Conference on Structural Dynamics, Porto, Portugal; Manolis, G., Dynamic response of underground structures (1980), A thesis presented to the Faculty of the Gradate School of the University of Minnesota in partial fulfillment of the requirements for the Degree of Doctor of Philosophy; Manolis, G., Beskos, D., Dynamic response of lined tunnels by an isoparametric boundary element method (1983) Comput. Methods Appl. Mech. Eng., 36 (3), pp. 291-307; Manoochehri, H., Visual Journey to Historic Cities of Iran (Volume VI) (2016), First ed. CreateSpace Independent Publishing Platform; Moeen-Varizi, N., Trifunac, M., Scattering and diffraction of plane P and SV waves by two-dimensional inhomogeneities Part II (1988) Soil Dyn. Earthq. Eng., pp. 189-200; Pao, Y., MOW, C., The diffraction of elastic waves and dynamics stress concentrations (1973) Soil Dyn. Earthq. Eng., 16, pp. 111-118; Russo, S., Testing and modelling of dynamic out-of-plane behaviour of the historic masonry façade of Palazzo Ducale in Venice, Italy (2013) Eng. Struct., 46, pp. 130-139; Sevim, B., Bayraktar, A., Can Altunisik, A., Atamturkt ur, S., Birinci, F., Finite element model calibration effects on the earthquake response of masonry arch bridges (2011) Finite Elem. Anal. Des., 47, pp. 621-634; Vosoughifar, H.R., Modifying a circular analysis method for considering the scattering of earthquake waves in an opening in rock (2007), In: 4th International Conference on Earthquake Geotechnical Engineering, June 25–28, No. 1744; Vosoughifar, H.R., Davari, V., Fracture analysis of retrofitted monuments out of no proper stress distribution at earthquake time (2009) In: Protection of Historical Buildings, , Taylor & Francis Group, London, 2009. ISBN 978-0-415-55803-7; Vosoughifar, H.R., Razmkhah, A., Cooperation between Restoration and Retrofitting of Monument Enshrines Imamzadeh Ja'far after Darb-E-Astaneh Earthquake (2008), International Association for Computer Methods and Advances in Geomechanics (IACMAG), 1–6 October, 2008 Goa, India; Vosoughifar, H.R., Dolatshah, A., Sadat Shokouhi, S.K., Discretization of multidimensional mathematical equations of dam break phenomena using a novel approach of finite volume method (2012) J. Appl. Math., 2013, p. 12; Yi, C., Zhang, P., Johansson, D., Dynamic response of a circular lined tunnel with an imperfect interface (2014) Comput. Geotech., 55, pp. 165-171; Zhou, C., Hu, C., Ma, F., Liu, D., Elastic wave scattering and dynamic stress concentrations in exponential graded materials with two elliptic holes (2014) Wave Motion, 51 (3), pp. 466-475","Vosoughifar, H.; Department of Civil Engineering, Iran",,,"Elsevier Ltd",,,,,08867798,,,,"English","Tunn. Undergr. Space Technol.",Article,"Final","",Scopus,2-s2.0-85023639136
"Liu H., Wang X., Jiao Y., He X., Wang B.","13612647200;55758810700;45961269800;57191054970;55758574700;","Condition evaluation for existing reinforced concrete bridge superstructure using fuzzy clustering improved by particle swarm optimisation",2017,"Structure and Infrastructure Engineering","13","7",,"955","965",,12,"10.1080/15732479.2016.1227854","https://www.scopus.com/inward/record.uri?eid=2-s2.0-84986208979&doi=10.1080%2f15732479.2016.1227854&partnerID=40&md5=6cb006b77dc33320b05d2636ab8cb029","College of Transportation, Jilin University, Changchun, China","Liu, H., College of Transportation, Jilin University, Changchun, China; Wang, X., College of Transportation, Jilin University, Changchun, China; Jiao, Y., College of Transportation, Jilin University, Changchun, China; He, X., College of Transportation, Jilin University, Changchun, China; Wang, B., College of Transportation, Jilin University, Changchun, China","Condition evaluations of old bridges are necessary for determining their health states and providing priority levels of maintenance. In this paper, a novel condition evaluation approach for reinforced concrete (RC) bridge superstructure is presented based on fuzzy c-mean clustering optimised by particle swarm optimisation (FCM-PSO) algorithm. It is equipped with the advantages of PSO algorithm in global optimisation and FCM algorithm in convergence acceleration, which greatly improves the effectiveness of clustering. Using this methodology, a reliable evaluation index system and a number of training samples from field-measured data of existing old bridges are prerequisites. In addition, the optimal cluster number for training samples can be determined by Xie–Beni validity evaluation index. Subsequently, condition grades and corresponding cluster centres can be determined based on the calculation of cluster centres and membership matrix for training samples. On the above basis, bridge conditions of testing samples can be evaluated based on the fuzzy membership to the cluster centres of condition grades. A case study was carried out to verify the feasibility and effectiveness of the proposed FCM-PSO method. Evaluation results reveal that the proposed method can effectively reduce the influence of subjective factors and will be favourable for condition evaluation of existing RC bridges. © 2016 Informa UK Limited, trading as Taylor & Francis Group.","cluster centre; concrete bridge; Condition evaluation; FCM-PSO; fuzzy membership; optimal cluster number; superstructure","Bridges; Clustering algorithms; Concrete bridges; Concretes; Global optimization; Optimization; Reinforced concrete; Sampling; cluster centre; Condition evaluation; FCM-PSO; Fuzzy membership; Optimal cluster number; superstructure; Particle swarm optimization (PSO)",,,,,"National Natural Science Foundation of China, NSFC: 51378236, 51408258; China Postdoctoral Science Foundation: 2014M560237, 2015T80305; Fundamental Research Funds for the Central Universities: JCKY-QKJC06","This work was financially supported by the National Natural Science Foundation of China [grant number 51378236], [grant number 51408258]; China Postdoctoral Science Foundation funded project [2014M560237], [2015T80305]; Fundamental Research Funds for the Central Universities [JCKY-QKJC06]; and Science & Technology Development Program of Jilin Province.",,,,,,,,,,"Ahmad, S., Reinforcement corrosion in concrete structures, its monitoring and service life prediction–A review (2003) Cement and Concrete Composites, 25, pp. 459-471; Ahmadkhanlou, F., Adeli, H., Optimum cost design of reinforced concrete slabs using neural dynamics model (2005) Engineering Applications of Artificial Intelligence, 18, pp. 65-72; Anderberg, M.R., (1973) Cluster analysis for application, , New York, NY: Academic Press; Anoop, M.B., Raghuprasad, B.K., Balaji Rao, K., A refined methodology for durability-based service life estimation of reinforced concrete structural elements considering fuzzy and random uncertainties (2012) Computer-Aided Civil and Infrastructure Engineering, 27, pp. 170-186; Barone, G., Frangopol, D.M., Reliability, risk and lifetime distributions as performance indicators for life-cycle maintenance of deteriorating structures (2014) Reliability Engineering & System Safety, 123, pp. 21-37; 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Infrastructure Eng.",Article,"Final","",Scopus,2-s2.0-84986208979
"Robuschi S., Lundgren K., Fernandez I., Flansbjer M.","57191374821;7005462844;57217151994;53866262800;","Anchorage of naturally corroded, plain reinforcement bars in flexural members",2020,"Materials and Structures/Materiaux et Constructions","53","2","38","","",,11,"10.1617/s11527-020-01471-2","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85082592124&doi=10.1617%2fs11527-020-01471-2&partnerID=40&md5=9b01126480277d330e42b0767fe12dcc","Division of Structural Engineering, Department of Architecture and Civil Engineering, Chalmers University of Technology, Göteborg, 41296, Sweden; Division Safety and Transport, Mechanics Research, RISE Research Institute of Sweden, Brinellgatan 4, Borås, 50462, Sweden","Robuschi, S., Division of Structural Engineering, Department of Architecture and Civil Engineering, Chalmers University of Technology, Göteborg, 41296, Sweden; Lundgren, K., Division of Structural Engineering, Department of Architecture and Civil Engineering, Chalmers University of Technology, Göteborg, 41296, Sweden; Fernandez, I., Division of Structural Engineering, Department of Architecture and Civil Engineering, Chalmers University of Technology, Göteborg, 41296, Sweden; Flansbjer, M., Division of Structural Engineering, Department of Architecture and Civil Engineering, Chalmers University of Technology, Göteborg, 41296, Sweden, Division Safety and Transport, Mechanics Research, RISE Research Institute of Sweden, Brinellgatan 4, Borås, 50462, Sweden","Reinforced concrete structures are often damaged by corrosion, which affects the interaction between reinforcement bars and concrete. Earlier studies mostly applied artificial corrosion to test the bond between deformed bars and concrete. However, there is a lack of knowledge on the effects of natural corrosion on plain bars. In this paper, 20 beams with naturally corroded plain bars and varying amount of damage were taken from an 80-year-old bridge and tested in three-point bending. All but three of the specimens anchored the yield force of the bars after the opening of one or two major bending cracks. At large deflections, the load-carrying mechanism changed from beam to arch action. Eventually, end-slip of the reinforcement bars was observed. The bars were extracted, cleaned, three-dimensionally scanned, and tested in tension. The average bond strength in the unyielded zone was found to be equal to 7.39 MPa, with a standard deviation of 3.33 MPa. The casting position was identified as an important factor: when uncorroded, bottom-cast bars had a higher bond strength than that of top-cast bars. However, they were more prone to splitting cracks and, consequently, loss of bond strength for small corrosion levels. Top-cast bars had increasing bond strength with increasing corrosion levels, owing to the absence of external cracks. These differences were likely related to a denser concrete surrounding the bottom-cast bars. The remaining bond capacity in the yielded zones was evaluated to be approximately 1.0 MPa. © 2020, The Author(s).","Bond strength; Concrete; Natural corrosion; Plain bars; Post-yielding; Three-point bending test","Arch bridges; Bond strength (materials); Concretes; Rebar; Reinforced concrete; Corrosion levels; Large deflection; Plain reinforcement; Post-yielding; Reinforcement bar; Standard deviation; Three point bending; Three-point bending test; Corrosion",,,,,"Svenska Forskningsrådet Formas; Chalmers Tekniska Högskola; Trafikverket","The work was funded by the Swedish research council Formas and the Swedish Transport Administration. Acknowledgments","Open access funding provided by Chalmers University of Technology.",,,,,,,,,"Wang, X., Stewart, M.G., Nguyen, M., Impact of climate change on corrosion and damage to concrete infrastructure in Australia (2012) Clim Change, 110 (3-4), pp. 941-957; Kioumarsi, M.M., Hendriks, M.A.N., Kohler, J., Geiker, M.R., The effect of interference of corrosion pits on the failure probability of a reinforced concrete beam (2016) Eng Struct, 114, pp. 113-121; Mattias, B., Kamyab, Z., Karin, L., Dario, C., Engineering bond model for corroded reinforcement (2018) Eng Struct, 156 (December 2017), pp. 394-410; Khan, I., François, R., Castel, A., Prediction of reinforcement corrosion using corrosion induced cracks width in corroded reinforced concrete beams (2014) Cem Concr Res, 56, pp. 84-96; Fabbrocino, G., Verderame, G.M., Manfredi, G., Experimental behaviour of straight and hooked smooth bars in existing R.C. buildings (2002) 12Th European Conference of Earthquake Engineering, p. 393; Feldman, L.R., Cairns, J., Assessing historical provisions for bond of plain bars (2017) ACI Mater J, 114 (2), pp. 463-473; Verderame, G.M., Ricci, P., Esposito, M., Sansiviero, F.C., (2011) Le Caratteristiche Meccaniche Degli Acciai Impiegati Nelle Strutture in C.A. Realizzate Dal 1950 Al 1980, , XXVI Convegno Nazionale AICAP; Bell, B., Sustainable bridges (2004) European Railway Bridge Problems, D1, p. 3; Lundgren, K., Effect of corrosion on the bond between steel and concrete: an overview (2007) Mag Concr Res, 59 (6), pp. 447-461; Abrams, D., (1913) Test of Bond between Concrete and Steel, , PhD thesis; Cairns, J., Du, Y., Law, D., Structural performance of corrosion-damaged concrete beams (2008) Mag Concr Res, 60 (5), pp. 359-370; (2003) ACI 408R-03 Bond and Development of Straight Reinforcing Bars in Tension, pp. 1-49. , American Concrete Institute; Cairns, J., Du, Y., Law, D., Residual bond strength of corroded plain round bars (2006) Mag Concr Res, 58 (4), pp. 221-231; Cairns, J., Du, Y., Law, D., Influence of corrosion on the friction characteristics of the steel/concrete interface (2007) Constr Build Mater, 21 (1), pp. 190-197; Tahershamsi, M., Zandi, K., Lundgren, K., Plos, M., Anchorage of naturally corroded bars in reinforced concrete structures (2014) Mag Concr Res, 66 (14), pp. 729-744; Sæther, I., Bond deterioration of corroded steel bars in concrete (2011) Struct Infrastruct Eng, 7 (6), pp. 415-429; Austin, S.A., Lyons, R., Ing, M.J., Electrochemical behavior of steel-reinforced concrete during accelerated corrosion testing (2004) Corrosion, 60 (2), pp. 203-212; Saifullah, M., Clark, L.A., Effect of corrosion rate on the bond strength of corroded reinforcement (1994) Proceedings of International Conference on Corrosion and Corrosion Protection of Steel in Concrete, pp. 591-602; Yuan, Y., Ji, Y., Shah, S., Comparison of two accelerated corrosion techniques for concrete structures (2007) ACI Struct J, 104, pp. 344-347; Williamson, S.J., Clark, L.A., Effect of corrosion and load on reinforcement bond strength (2002) Struct Eng Int, 12 (2), pp. 117-122; François, R., Khan, I., Dang, H., Impact of corrosion on mechanical properties of steel embedded in 27-year-old corroded reinforced concrete beams (2013) Mater Struct/Materiaux et Constructions, 46 (6), pp. 899-910; Testing concrete in structures (2009) Cored Specimens, , Taking, examining and testing in compression. Standard, European Standardization, Brussels, Belgium, 2009; (2009) Testing Harded Concrete. Part 3: Compressive Strength of Test Specimens. Standard, European Standardization, 2009. , Brussels, Belgium; Robuschi, S., Lundgren, K., Fernandez, I., Zandi, K., Flansbjer, M., Anchorage capacity of corroded smooth reinforcement bars in existing reinforced structures (2018) Proceedings of the 12Th Fib International Phd Symposium in Civil Engineering, pp. 1039-1046; Lundgren, K., Robuschi, S., Zandi, K., Methodology for testing rebar-concrete bond in specimens from decommissioned structures (2019) Int J Concr Struct Mater, 13, p. 38; Aramis Adjustable, , https://www.gom.com/metrology-systems/aramis/aramis-adjustable.html; Gom Correlate, , https://www.gom.com/3d-software/gom-correlate.html; Fernandez, I., Lundgren, K., Zandi, K., Evaluation of corrosion level of naturally corroded bars using different cleaning methods, computed tomography, and 3D optical scanning (2018) Mater Struct/Materiaux et Constructions, 51 (3), pp. 1-13; Creaform, , https://www.creaform3d.com/en/metrology-solutions/3d-applications-software-platforms, Vxelements; (2010) Steel for the Reinforcement and Prestressing of concrete—est methods—Reinforcing Bars, Wire Rod and Wire. Standard, European Standardization, 2010. , Brussels, Belgium; Dong, W., Ye, J., Murakami, Y., Oshita, H., Suzuki, S., Tsutsumi, T., Residual load capacity of corroded reinforced concrete beam undergoing bond failure (2016) Eng Struct, 127, pp. 159-171; Feldman, L.R., Bartlett, F.M., Bond in flexural members with plain steel reinforcement (2008) ACI Struct J, 105 (5), pp. 552-560; Verderame, G.M., Ricci, P., De Carlo, G., Manfredi, G., Cyclic bond behaviour of plain bars. Part I: experimental investigation (2009) Constr Build Mater, 23 (12), pp. 3499-3511; Verderame, G.M., De Carlo, G., Ricci, P., Fabbrocino, G., Cyclic bond behaviour of plain bars. Part II: analytical investigation (2009) Constr Build Mater, 23 (12), pp. 3512-3522; Melo, J., Rossetto, T., Varum, H., Experimental study of bond-slip in RC structural elements with plain bars (2015) Mater Struct/Materiaux et Constructions, 48 (8), pp. 2367-2381; Feldman, L.R., Bartlett, F.M., Bond strength variability in pullout specimens with plain reinforcement (2005) ACI Struct J, 867 (6), pp. 102-860; Fang, C., Lundgren, K., Chen, L., Zhu, C., Corrosion influence on bond in reinforced concrete (2004) Cem Concr Res, 34 (11), pp. 2159-2167; Krus, J., Sundquist, H., Tranebergsbron i stockholm. provning och bedömning av vidhäftningen fär släta armeringsstänger (1998) Teknisk rapport, 15, pp. 1-27; Gustavson, R., Experimental studies of the bond response of three-wire strands and some influencing parameters (2004) Mater Struct/Materiaux et Constructions, 37 (266), pp. 96-106","Robuschi, S.; Division of Structural Engineering, Sweden; email: samanta.robuschi@chalmers.se",,,"Springer",,,,,13595997,,MASTE,,"English","Mater Struct",Article,"Final","All Open Access, Hybrid Gold, Green",Scopus,2-s2.0-85082592124
"Conti A., Fiorini L., Massaro R., Santoni C., Tucci G.","56216759600;56548540400;57218601911;57218603314;36678103800;","HBIM for the preservation of a historic infrastructure: the Carlo III bridge of the Carolino Aqueduct",2022,"Applied Geomatics","14",,,"41","51",,10,"10.1007/s12518-020-00335-2","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85089728824&doi=10.1007%2fs12518-020-00335-2&partnerID=40&md5=4d7335ea73f1bebe60401de5f8f5d6d2","DICEA – Department of Civil and Environmental Engineering, University of Florence, Via di S. Marta 3, Florence, 50139, Italy","Conti, A., DICEA – Department of Civil and Environmental Engineering, University of Florence, Via di S. Marta 3, Florence, 50139, Italy; Fiorini, L., DICEA – Department of Civil and Environmental Engineering, University of Florence, Via di S. Marta 3, Florence, 50139, Italy; Massaro, R., DICEA – Department of Civil and Environmental Engineering, University of Florence, Via di S. Marta 3, Florence, 50139, Italy; Santoni, C., DICEA – Department of Civil and Environmental Engineering, University of Florence, Via di S. Marta 3, Florence, 50139, Italy; Tucci, G., DICEA – Department of Civil and Environmental Engineering, University of Florence, Via di S. Marta 3, Florence, 50139, Italy","The research on Carlo III bridge in Moiano (Benevento, Italy) has been an opportunity for testing the HBIM methodology to the architectural heritage in terms of not only gathering information but as a design tool. The bridge, almost without previous drawings and documents, was surveyed with an integrated approach using laser scanner, photogrammetry and topography. Data produced a metrically reliable HBIM model, complete with graphical and non-graphical information, to be used in a maintenance and restoration project. © 2020, The Author(s).","Carolino Aqueduct; Cultural heritage; HBIM; Infrastructures; Integrated survey",,,,,,"Università degli Studi di Firenze","Open access funding provided by Università degli Studi di Firenze within the CRUI-CARE Agreement. Acknowledgements",,,,,,,,,,"Aparicio Resco, P., Figueiredo, C., El grado de evidencia histórico-arquelógica de la reconstrucciones virtuales: hacia una escala de representación gráfica (2017) Revista Otarq, 1, pp. 233-247; Apollonio, F.I., Basilissi, V., Callieri, M., Dellepiane, M., Gaiani, M., Ponchio, F., Rizzo, F., Sobrà, G., A 3D-centered information system for the documentation of a complex restoration intervention (2017) J Cult Herit, 29, pp. 89-99; Banfi, F., HBIM, 3D drawing and virtual reality for archaeological sites and ancient ruins (2020) Virtual Archaeol Rev, 11 (23). , https://doi.org/10.4995/var.2020.12416; Barazzetti, L., Previtali, M., Scaioni, M., Procedures for condition mapping using 360 images (2020) Int J Geo-Inform, 9 (1), p. 34; Bolognesi, C.M., 3D representation: a survey for HBIM model, 3D modeling e BIM (2018) 3D modeling & BIM Nuove Frontiere, pp. 166-181. , Empler T, Valenti GM, (eds), DEI, Roma; Boeykens, S., Maekelberg, S., De Jonge, K., (Re-)creating the past: 10 years of digital historical reconstructions using BIM (2018) Int J Digit Art Hist, 3, pp. 63-84; Borin, P., Cavazzini, F., Condition assessment of RC bridges, integrating machine learning, photogrammetry and BIM (2019) International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 42 2/W15. , https://doi.org/10.5194/isprs-archives-XLII-2-W15-201-2019; Brioso, X., Calderón, C., Aguilar, R., Pando, M.A., Preliminary methodology for the integration of lean construction, BIM and virtual reality in the planning phase of structural intervention in heritage structures (2019) Structural Analysis of Historical Constructions RILEM Bookseries, 18, pp. 484-492. , https://doi.org/10.1007/978-3-319-99441-3_52, Springer, Cham; Canestrini, F., Iacono, M.R., (2007) L’acquedotto Carolino, , (eds), L’Aperia, Caserta; Campanaro, D.M., Landeschi, G., Dell’Unto, N., Leander Touati, A.M., 3D GIS for cultural heritage restoration: a ‘white box’ workflow (2016) J Cult Herit, 18, pp. 321-332; Lgs, D., (2017) Ministero Infrastrutture e Trasporti Decreto 1 Dicembre 2017, 560. , http://www.mit.gov.it/normativa/decreto-ministeriale-numero-560-del-01122017; Gennaro, M., Fuscaldo, M.D., Il degrado del Tufo Giallo Napoletano. Prime osservazioni sui fenomeni di degrado dei materiali tufacei usati come pietra da costruzione (1991) Arkos, 13, pp. 4-9; León-Robles, C.A., Reinoso-Gordo, J.F., González-Quiñones, J.J., Heritage Building Information Modeling (H-BIM) applied to a stone bridge (2019) ISPRS Int J Geo-Inf, 2019 (8), p. 121; McGuire, B., Atadero, R., Clevenger, C., Ozbek, M., Bridge Information Modeling for inspection and evaluation (2016) J Bridg Eng, 21, p. 04015076; Morgenthal, G., Hallermann, N., Kersten, J., Taraben, J., Debus, P., Helmrich, M., Rodehorst, V., Framework for automated UAS-based structural condition assessment of bridges (2019) Autom Construct, 97, pp. 77-95; Murphy, M., McGovern, E., Pavia, S., Historic building information modelling (HBIM) (2009) Structural Survey, 27 (4), pp. 311-327. , (,),., Iss https://doi.org/10.1108/02630800910985108; Negri, A., Russo, J., (2008) Degrado Dei Materiali Lapidei: Proposta Di Simbologia Grafica In: Trattato Di Restauro Architettonico, Vol. X, Secondo Aggiornamento (Carbonara G Ed.), pp. 533-544. , UTET, Torino; Pybus, C., Graham, K., Doherty, J., Arellano, N., Fai, S., New realities for Canada's parliament: a workflow for preparing heritage BIM for game engines and virtual reality (2019) Int Arch Photogram Remote Sens Spat Inf Sci, 42 (W15), pp. 945-952; Tsilimantou, E., Delegou, E.T., Nikitakos, I.A., Ioannidis, C., Moropoulou, A., GIS and BIM as integrated digital environments for modeling and monitoring of historic buildings (2020) Appl Sci, 10 (3), p. 1078; Tucci, G., Bonora, V., Conti, A., Fiorini, L., Digital workflow for the acquisition and elaboration of 3d data in a monumental complex: the fortress of Saint John the Baptist in Florence (2017) Int Arch Photogram Remote Sens Spat Inf Sci, 42 (W5), pp. 679-686; Tucci, G., Conti, A., Fiorini, L., The mock-up of the “Ratto Delle Sabine” by Giambologna: Making and utilization of a 3D model (2014) ICONARP International Journal of Architecture and Planning, 2 (2), pp. 73-83. , http://iconarp.selcuk.edu.tr/iconarp/article/view/63, Retrieved from; Tucci, G., Conti, A., Fiorini, L., Corongiu, M., Valdambrini, N., Matta, C., M-BIM: a new tool for the Galleria dell’Accademia di Firenze (2019) Virt Archaeol Rev, 10 (21), pp. 40-55; Tucci, G., Corongiu, M., Flamigni, F., Comparini, A., Panighini, F., Parisi, E.I., Arcidiaco, L., The validation process of a 3D multisource/multiresolution model for railway infrastructures (2019) Appl Geomat, , https://doi.org/10.1007/s12518-019-00286-3; (1997) 18th-Century Royal Palace at Caserta with the Park, the Aqueduct of Vanvitelli, and the San Leucio Complex, , https://whc.unesco.org/en/list/549/, Retrieved online, Accessed 10/03/2020; (2006) Materiali Lapidei Naturali Ed Artificiali. Descrizione Della Forma Di Alterazione – Termini E Definizioni, Milano; Wing, E., The Autodesk Revit World (2017) In: Autodesk® Revit® 2017 for Architecture, E. Wing (Ed, , https://doi.org/10.1002/9781119415589.ch1; Xiao, W., Mills, J., Guidi, G., Rodríguez-Gonzálvez, P., Gonizzi Barsanti, S., González-Aguilera, D., Geoinformatics for the conservation and promotion of cultural heritage in support of the UN Sustainable Development Goals (2018) ISPRS J Photogramm Remote Sens, 142, pp. 389-406","Conti, A.; DICEA – Department of Civil and Environmental Engineering, Via di S. Marta 3, Italy; email: alessandro.conti@unifi.it",,,"Springer Science and Business Media Deutschland GmbH",,,,,18669298,,,,"English","Appl. Geo.",Article,"Final","All Open Access, Hybrid Gold, Green",Scopus,2-s2.0-85089728824
"Mongelli M., De Canio G., Roselli I., Malena M., Nacuzi A., De Felice G.","7005882343;36100105000;6507903563;23501781800;57195313212;57213360105;","3D photogrammetric reconstruction by drone scanning for FE analysis and crack pattern mapping of the ""bridge of the Towers"", Spoleto",2017,"Key Engineering Materials","747 KEM",,,"423","430",,10,"10.4028/www.scientific.net/KEM.747.423","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85027019440&doi=10.4028%2fwww.scientific.net%2fKEM.747.423&partnerID=40&md5=441a79378880a769bbf3b5984dc75e42","Enea, Casaccia Research Center, Via Anguillarese 301, Rome, 00123, Italy; Department of Engineering, Roma Tre University, Via Vito Volterra 62, Rome, 00146, Italy","Mongelli, M., Enea, Casaccia Research Center, Via Anguillarese 301, Rome, 00123, Italy; De Canio, G., Enea, Casaccia Research Center, Via Anguillarese 301, Rome, 00123, Italy; Roselli, I., Enea, Casaccia Research Center, Via Anguillarese 301, Rome, 00123, Italy; Malena, M., Department of Engineering, Roma Tre University, Via Vito Volterra 62, Rome, 00146, Italy; Nacuzi, A., Department of Engineering, Roma Tre University, Via Vito Volterra 62, Rome, 00146, Italy; De Felice, G., Department of Engineering, Roma Tre University, Via Vito Volterra 62, Rome, 00146, Italy","Technological advances in the digital camera industry and computing resources make the use of photogrammetry a very fast, low-cost, contactless and non-destructive technique. It can represent a good alternative to obtain 3D information for monitoring and conservation of cultural heritage assets, especially where it is not possible to use 3D laser scanners and also in situations where areas to be inspected are not easily accessible [1]. Resolution generally depends on the number of images, their quality and the level of overlap between them, as well as hardware and software capabilities. Starting from 2D aerial or terrestrial photographic images, photogrammetry allows to reconstruct a 3D model in the form of a ""point cloud"" and also to derive accurate 3D measurements of large architectural elements. This paper is about stereo-photogrammetric scanning by drone performed by MENCI software s.r.l. aimed at the definition of the state of conservation of the ""Bridge of the Towers"" in Spoleto and its long term preservation without building scaffoldings. It was performed within the RoMA (Resilience enhancement of a Metropolitan Area) project, through an agreement between the ""Italian National Agency for New Technologies, Energy and Sustainable Economic Development"" (ENEA) and the ""Italian Ministry of Cultural Heritage and Activities"" (MIBACT). Photogrammetric scanning and FE modelling were applied within the project together with many other monitoring techniques in order to assess the bridge cracks pattern and its structural health by a multidisciplinary approach that allows their mutual validation [2]. As one of the most important problems in the use of photogrammetric 3D reconstruction is the considerable demand in terms of hardware and software resources for images processing and data storage, thanks to the HPC (High Performance Computing) resources provided by the CRESCO infrastructure (Research Computational Centre on Complex Systems), it was possible to analyse and process a large amount of high-resolution photos in order to detect the crack pattern and to assess the actual damage state to be monitored over time [3]. © 2017 Trans Tech Publications.","3D reconstruction; Cultural heritage; FE analysis; Photogrammetry; SfM","3D modeling; Antennas; Costs; Cracks; Data handling; Digital storage; Drones; Finite element method; Glass ceramics; Historic preservation; Masonry materials; Nondestructive examination; Photogrammetry; Photography; Scanning; Stereo image processing; Structural health monitoring; Three dimensional computer graphics; 3D reconstruction; Conservation of cultural heritages; Cultural heritages; FE analysis; High performance computing; Multi-disciplinary approach; Non-destructive technique; Sustainable economic development; Image reconstruction",,,,,,,,,,,,,,,,"Arias, P., Herraez, J., Lorenzo, H., Ordonez, C., Control of structural problems in cultural heritage monuments using close-range photogrammetry and computer methods (2005) Computers and Structures, 83, pp. 1754-2176; De Canio, G., Roselli, I., Giocoli, A., Mongelli, M., Tatì, A., Pollino, M., Martini, S., Borfecchia, F., Seismic monitoring of the cathedral of orvieto: Combining satellite InSAR with in-situ techniques (2015) Proceedings of SHMII-7, , Turin, Italy; Ponti, G., The role of medium size facilities in the HPC ecosystem: The case of the new CRESCO4 cluster integrated in the ENEAGRID infrastructure (2014) Proceedings of the International Conference on High Performance Computing and Simulation (HPCS), , paper 6903807; De Canio, G., Mongelli, M., Roselli, I., Tatì, A., Addessi, D., Nocera, M., Liberatore, D., Numerical and operational modal analyses of the ""Ponte delle torri"", Spoleto, Italy Proceedings of 10th SAHC, , Leuven, Belgium; Gioffrè, M., Gusella, V., Cluni, F., Performance evaluation of monumental bridges: Testing and monitoring 'Ponte delle torri' in spoleto (2007) Structure and Infrastructure Engineering (2008), 4 (2), pp. 95-106. , Maintenance, Management, Life-Cycl August (12); Araiza Garaygordobil, J.C., Dynamic identification and model updating of historical buildings. State-of-the-art review (2004) Proceedings of 4th International Seminar on Structural Analysis of Historical Constructions, p. 499. , 10-13 November Padua, Italy; Brincker, R., De Stefano, A., Piombo, B., Ambient data to analyse the dynamic behaviour of bridges: A first comparison between different techniques (1996) Proceedings of 14th International Modal Analysis Conference (IMAC), pp. 477-482. , 12-15 February Dearborn, Michigan","Mongelli, M.; Enea, Via Anguillarese 301, Italy; email: marialuisa.mongelli@enea.it","Di Tommaso A.Gentilini C.Castellazzi G.",,"Trans Tech Publications Ltd","International Conference on Mechanics of Masonry Structures Strengthened with Composites Materials, MuRiCo5 2017","28 June 2017 through 30 June 2017",,195699,10139826,9783035711646,KEMAE,,"English","Key Eng Mat",Conference Paper,"Final","",Scopus,2-s2.0-85027019440
"Savini F., Rainieri C., Fabbrocino G., Trizio I.","55258119500;16647433700;6603343935;57194378461;","Applications of stratigraphic analysis to enhance the inspection and structural characterization of historic bridges",2021,"Infrastructures","6","1","7","1","23",,9,"10.3390/infrastructures6010007","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85099444749&doi=10.3390%2finfrastructures6010007&partnerID=40&md5=06164eda0417388d577ca10b0c8334d3","Institute for Construction Technologies, National Research Council of Italy, Secondary Branch of L’Aquila, L’Aquila, 67100, Italy; Institute for Construction Technologies, National Research Council of Italy, Secondary Branch of Naples, Naples, 80146, Italy; Department of Biosciences and Territory, University of Molise, Campobasso, 86100, Italy","Savini, F., Institute for Construction Technologies, National Research Council of Italy, Secondary Branch of L’Aquila, L’Aquila, 67100, Italy; Rainieri, C., Institute for Construction Technologies, National Research Council of Italy, Secondary Branch of Naples, Naples, 80146, Italy; Fabbrocino, G., Institute for Construction Technologies, National Research Council of Italy, Secondary Branch of L’Aquila, L’Aquila, 67100, Italy, Department of Biosciences and Territory, University of Molise, Campobasso, 86100, Italy; Trizio, I., Institute for Construction Technologies, National Research Council of Italy, Secondary Branch of L’Aquila, L’Aquila, 67100, Italy","Road networks are disseminated of bridge structures whose typology reflects the time of design and construction of the transportation infrastructure and its relevance in the reference geographical area. Among others, masonry bridges are still widely operational, especially in those regions affected by a limited urbanization and a very high landscape value. As a consequence, the maintenance and the reliability of existing structures is a key issue for owners and managers of road and railway infrastructures. This circumstance leads to the development of an integrated approach able to cover the needs of knowledge of the technological and structural features of the bridge along with its history and current conditions. The main contribution of the study lies in the implementation of such an interdisciplinary approach through the application of archaeological stratigraphic method and 3D data management to historical masonry bridges. The survey and inspection protocol, whose first results are here presented, aims to improve the knowledge of the assets, and facilitate the visual inspection. The results refer to a road infrastructure located along the Aterno River in the surroundings of L’Aquila (Central Italy) and point out promising perspectives in terms of feasibility and scalability of the approach to large stocks of assets. © 2021 by the authors. Licensee MDPI, Basel, Switzerland.","Archaeological analysis of bridges; Historical bridges; Infrastructure conservation; Inspection and maintenance; Knowledge of historical artifact; Masonry bridges",,,,,,,"Funding: The present study has been carried out in the framework of the PON RICERCA E IN-NOVAZIONE 2020 E FSC “INSIST” code ARS01_00913, whose financial support is acknowledged. Authors are also grateful for the additional support provided by the PRIN 2017 “SURMOUNT— Innovative Systems for the UpgRade of MasOnry structUres and Non sTructural elements” research project (NO. 20173SJJF8).",,,,,,,,,,"Strano, E., Nicosia, V., Latora, V., Porta, S., Barthelemy, M., Elementary Processes Governing the Evolution of Road Networks (2012) Sci. Rep, 2, p. 296. , [CrossRef]; Barthelemy, M., Time Evolution of Road Networks (2015) Traffic and Granular Flow ’13, , Chraibi, M., Boltes, M., Schadschneider, A., Seyfried, A., Eds.; Springer: Cham, Switzerland, [CrossRef]; Linee Guida per la Classificazione e Gestione del Rischio, la Valutazione della Sicurezza ed il Monitoraggio dei Ponti Esistenti. 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Geo-Inf, 9, p. 228. , [CrossRef]","Rainieri, C.; Institute for Construction Technologies, Italy; email: rainieri@itc.cnr.it",,,"MDPI AG",,,,,24123811,,,,"English","Infrastructures",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85099444749
"Zhou J., Phd, Li T., 0000-0003-0635-9471, Ye X., Phd, Shi X., Phd","55845290200;57218286104;54396618700;26530486300;","Safety Assessment of Widened Bridges Considering Uneven Multilane Traffic-Load Modeling: Case Study in China",2020,"Journal of Bridge Engineering","25","9","0001608","","",,9,"10.1061/(ASCE)BE.1943-5592.0001610","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85088598838&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001610&partnerID=40&md5=17c86e63f63baed3571dc43b0e077425","College of Civil Engineering, Guangzhou Univ., Guangzhou, Guangdong, 510006, China; Department of Bridge Engineering, Tongji Univ., Shanghai, 200092, China","Zhou, J., Phd, College of Civil Engineering, Guangzhou Univ., Guangzhou, Guangdong, 510006, China; Li, T., 0000-0003-0635-9471, College of Civil Engineering, Guangzhou Univ., Guangzhou, Guangdong, 510006, China; Ye, X., Phd, College of Civil Engineering, Guangzhou Univ., Guangzhou, Guangdong, 510006, China; Shi, X., Phd, Department of Bridge Engineering, Tongji Univ., Shanghai, 200092, China","Several bridges now require widening owing to the continuous development of road transport. However, the standard of traffic load in design specifications has been enhanced. Consequently, old bridges may not meet the safety requirements of current design specifications and, therefore, must be reconstructed or retrofitted. However, the old structures in widened bridges carry fast-lane traffic loads, which are relatively low due to uneven multilane traffic loads. This paper reports a case study conducted on a Chinese highway widening project for comprehensively evaluating the structural safety of multislab widened bridges using code-based deterministic and reliability-based probabilistic approaches. In the deterministic evaluation, previous and current Chinese bridge designs and other national codes were employed. Meanwhile, in the probabilistic assessment, an uneven multilane truckload modeling was implemented based on site-specific traffic data. Subsequently, bridge safety under normal traffic conditions with all lanes open and occasional traffic conditions with lane closure was investigated. The results indicate that most old slabs, especially those closer to medial dividers, are unsafe under the current Chinese design specifications. However, a site-specific assessment under normal traffic conditions indicates that these old slabs possess adequate security reserves, except that the side slab close to the junction requires safety. Further analyses conducted with occasional traffic conditions demonstrated that closing fast lanes does not affect the safety of slabs. Conversely, closing slow lanes significantly affects the safety of inner old slabs, which should be prohibited or addressed with strict weight restrictions. These results can be beneficial for future bridge widening projects. © 2020 American Society of Civil Engineers.","Multilane; Reliability assessment; Traffic load; Weigh-in-motion data; Widened bridge","Codes (symbols); Highway bridges; Safety engineering; Specifications; Truck transportation; Widening (transportation arteries); Continuous development; Design specification; Multilane traffics; Probabilistic approaches; Probabilistic assessments; Safety requirements; Traffic conditions; Weight restriction; Bridges",,,,,"National Natural Science Foundation of China, NSFC: 51808148; Natural Science Foundation of Guangdong Province: 2019A1515010701; Guangzhou Municipal Science and Technology Project: 201904010188","This work was supported by the National Natural Science Foundation of China (CN) (Grant No. 51808148); the Natural Science Foundation of Guangdong Province, China (CN) (Grant No. 2019A1515010701); and the Guangzhou Municipal Science and Technology Project (CN) (Grant No. 201904010188).",,,,,,,,,,"(2010) AASHTO LRFD Bridge Design Specifications, , AASHTO. 5th ed. 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Bridge Eng., 20 (12), p. 04015020. , https://doi.org/10.1061/(ASCE)BE.1943-5592.0000763","Shi, X.; Department of Bridge Engineering, China; email: shixf@tongji.edu.cn",,,"American Society of Civil Engineers (ASCE)",,,,,10840702,,JBENF,,"English","J Bridge Eng",Article,"Final","",Scopus,2-s2.0-85088598838
"Altunişik A.C., Karahasan O.Ş., Okur F.Y., Kalkan E., Ozgan K.","23395831800;57201583509;57191916853;57192433776;6506766757;","Finite element model updating and dynamic analysis of a restored historical timber mosque based on ambient vibration tests",2019,"Journal of Testing and Evaluation","47","5",,"","",,9,"10.1520/JTE20180122","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065132255&doi=10.1520%2fJTE20180122&partnerID=40&md5=72b00793cc971140a9cf48cac24ddf0a","Department of Civil Engineering, Karadeniz Technical University, Trabzon, 61080, Turkey","Altunişik, A.C., Department of Civil Engineering, Karadeniz Technical University, Trabzon, 61080, Turkey; Karahasan, O.Ş., Department of Civil Engineering, Karadeniz Technical University, Trabzon, 61080, Turkey; Okur, F.Y., Department of Civil Engineering, Karadeniz Technical University, Trabzon, 61080, Turkey; Kalkan, E., Department of Civil Engineering, Karadeniz Technical University, Trabzon, 61080, Turkey; Ozgan, K., Department of Civil Engineering, Karadeniz Technical University, Trabzon, 61080, Turkey","The use of timber as a construction material is based on much older dates than concrete and steel. Therefore, the preservation of historical timber structures such as bridges, monuments, towers, mosques, etc. is very important for cultural heritage. The perspective of preservation for this kind of structures has been developed and has gained more importance in the last two decades. However, there are some issues that need to be addressed. Timber is an anisotropic material and is not fire resistant. Also, moisture causes significant swelling. So, structural behavior should be carefully evaluated by experimental techniques before and after restoration and verified numerically using finite element models. This article presents a detailed study on the structural condition assessment of a restored historical timber mosque: its finite element analysis (FEA), ambient vibration tests, model updating to minimize the differences and reflect the current situation, and dynamic analyses before and after updating procedure. The Kuşluca historical timber mosque located in the Sürmene District of Trabzon, Turkey was selected as an application. The mosque was built in the early 20th century and includes two floors. Significant timber decorative elements are available in the entrance door, minbar, and mihrab. The restoration projects began in 2008, and the restored mosque was opened in 2011. Finite element modeling of the mosque was accomplished using SAP2000 software (Computers and Structures, Inc., Walnut Creek, California), considering the restoration project drawings. Modal analysis was performed using orthotropic material properties, considering literature review, to determine the initial dynamic characteristics. Nondestructive experimental measurements were conducted after construction to validate the numerical results using in situ testing. Ambient vibration-based system identification was employed using the Enhanced Frequency Domain Decomposition method in the frequency domain and Stochastic Subspace Identification method in the time domain. The first three natural frequencies were obtained between 5.160 Hz to 7.153 Hz and 3.960 Hz to 5.873 Hz numerically and experimentally, respectively. There is close agreement between mode shapes, but 30.0 % differences in natural frequencies. To minimize the differences, the finite element model of the timber mosque is updated using the manual model updating procedures, with a changing of material properties to reflect the real structural behavior. The maximum differences are reduced to below the acceptable limits as 5 %. To evaluate the structural behavior and determine the model updating effect, linear dynamic-time history analyses are performed, and displacements with internal forces are compared to each other. © 2019 ASTM International. All rights reserved.","Ambient vibration test; Dynamic characteristics; Finite element model; Model updating; Mosque; Restoration; Timber","Domain decomposition methods; Frequency domain analysis; Historic preservation; Image reconstruction; Modal analysis; Natural frequencies; Nondestructive examination; Restoration; Stochastic systems; Structural analysis; Timber; Time domain analysis; Vibration analysis; Ambient vibration test; Dynamic characteristics; Enhanced frequency domain decompositions; Finite-element model updating; Model updating; Mosque; Orthotropic material properties; Stochastic subspace identification methods; Finite element method",,,,,,,,,,,,,,,,"Cointe, A., Castéra, P., Morlier, P., Galimard, P., Diagnosis and monitoring of timber buildings of cultural heritage (2007) Struct. Saf., 29 (4), pp. 337-348. , https://doi.org/10.1016/j.strusafe.2006.07.013; Gentile, C., Saisi, A., Ambient vibration testing of historic masonry towers for structural identification and damage assessment (2007) Constr. Build. Mater., 21 (6), pp. 1311-1321. , https://doi.org/10.1016/j.conbuildmat.2006.01.007; Tsai, P.H., D'Ayala, D., Performance-based seismic assessment method for Taiwanese historic dieh-dou timber structures (2011) Earthquake Eng. Struct. Dyn., 40 (7), pp. 709-729. , https://doi.org/10.1002/eqe.1050; Bayraktar, A., Altunişik, A.C., Sevim, B., Turker, T., Seismic response of a historical masonry minaret using a finite element model updated with operational modal testing (2011) J. Vib. Control, 17 (1), pp. 129-149. , https://doi.org/10.1177/1077546309353288; Omenzetter, P., Morris, H., Worth, M., Gaul, A., Jager, S., Desgeorges, Y., Assessment of dynamic and long-term performance of a multi-story timber building via structural monitoring and dynamic testing (2012) The Sensors and Smart Structures Technologies for Civil, Mechanical and Aerospace Systems Conference, pp. 1-19. , San Diego, CA, Mar. 11-15, The International Society for Optics and Photonics, Bellingham, WA; Worth, M., Gaul, A., Jager, S., Omenzetter, P., Morris, H., Dynamic performance assessment of a multistorey timber building via ambient and forced vibration testing, continuous seismic monitoring and finite element model updating (2012) The World Conference on Timber Engineering (WCTE 2012), pp. 165-172. , Auckland, New Zealand, July 15-19, Curran Associates, Red Hook, NY; Zona, A., Barbato, M., Fragiacomo, M., Finite-element model updating and probabilistic analysis of timber-concrete composite beams (2012) J. Struct. Eng., 138 (7), pp. 899-910. , https://doi.org/10.1061/(ASCE)ST.1943-541X.0000509; Min, K.-W., Kim, J., Park, S.-A., Park, C.-S., Ambient vibration testing for story stiffness estimation of a heritage timber building (2013) Sci. World J., 2013, p. 198483; Lechner, T., Nowak, T., Kliger, R., In situ assessment of the timber floor structure of the skansen lejonet fortification, Sweden (2014) Constr. Build. Mater., 58, pp. 85-93. , https://doi.org/10.1016/j.conbuildmat.2013.12.080; Cakir, F., Seker, B.S., Durmus, A., Dogangun, A., Uysal, H., Seismic assessment of a historical masonry mosque by experimental tests and finite element analyses (2015) KSCE J. Civ. Eng., 19 (1), pp. 158-164. , https://doi.org/10.1007/s12205-014-0468-4; Kouroussis, G., Descamps, T., Fekih, L.B., Varlinden, O., Application of modal analysis to improve calibration of finite element models of timber structures (2015) The 22nd International Congress on Sound and Vibration: Major Challenges in Acoustics, Noise and Vibration Research, , Florence, Italy, July 12-16, International Institute of Acoustics and Vibration, Auburn, AL; Demir, A., Nohutcu, H., Ercan, E., Hokelekli, E., Altintas, G., Effects of model calibration on seismic behaviour of a historical mosque (2016) Struct. Eng. Mech., 60 (5), pp. 749-760. , https://doi.org/10.12989/sem.2016.60.5.749; Rijal, R., Samali, B., Shrestha, R., Crews, K., Experimental and analytical study on dynamic performance of timber floor modules (timber beams) (2016) Constr. Build. Mater., 122, pp. 391-399. , https://doi.org/10.1016/j.conbuildmat.2016.06.027; Bartoli, G., Betti, M., Facchini, L., Marra, A.M., Monchetti, S., Bayesian model updating of historic masonry towers through dynamic experimental data (2017) Procedia Eng, 199, pp. 1258-1263. , https://doi.org/10.1016/j.proeng.2017.09.267; Elyamani, A., Roca, P., Caselles, O., Clapes, J., Seismic safety assessment of historical structures using updated numerical models: The case of Mallorca cathedral in Spain (2017) Eng. Fail. Anal., 74, pp. 54-79. , https://doi.org/10.1016/j.engfailanal.2016.12.017; Lyu, M., Zhu, X., Yang, Q., Condition assessment of heritage timber buildings in operational environments (2017) J. Civ. Struct. Health Monit., 7 (4), pp. 505-516. , https://doi.org/10.1007/s13349-017-0239-2; Kouroussis, G., Fekih, L.B., Descamps, T., Assessment of timber element mechanical properties using experimental modal analysis (2017) Constr. Build. Mater., 134, pp. 254-261. , https://doi.org/10.1016/j.conbuildmat.2016.12.081; Leyder, C., Chatzi, E., Frangi, A., Vibration-based model updating of a timber frame structure (2017) Procedia Eng, 199, pp. 2132-2139. , https://doi.org/10.1016/j.proeng.2017.09.141; Dabanli, Ö., Operational modal analysis of nur-u osmaniye mosque in Istanbul (2017) The IOMAC 2017 Seventh International Operational Modal Analysis Conference, pp. 261-267. , Ingolstadt, Germany, May 10-12, International Operational Modal Analysis Conference, Gijon, Spain; Altunişik, A.C., Okur, F.Y., Genç, A.F., Günaydin, M., Adanur, S., Automated model updating of historical masonry structures based on ambient vibration measurements (2018) J. Perform. Constr. Facil., 32 (1). , https://doi.org/10.1061/(ASCE)CF.1943-5509.0001108; Arslan, M.E., Durmuş, A., Modal identification of different RC frames using experimental measurements (2013) J. Test. Eval., 41 (6), pp. 970-977. , https://doi.org/10.1520/JTE20130014; Arslan, M.E., Durmuş, A., Finite element model updating of in-filled RC frames with low strength concrete using ambient vibration test (2013) Earthquakes Struct, 5 (1), pp. 111-127. , https://doi.org/10.12989/eas.2013.5.1.111; Jaishi, B., Ren, W.X., Structural finite element model updating using ambient vibration test results (2005) J. Struct. Eng., 131 (4), pp. 617-628. , https://doi.org/10.1061/(ASCE)0733-9445(2005)131:4(617; Wu, J.R., Li, Q.S., Finite element model updating for a high-rise structure based on ambient vibration measurements (2004) Eng. Struct., 26 (7), pp. 979-990. , https://doi.org/10.1016/j.engstruct.2004.03.002; Çalik, İ., (2017) Identification of Experimental Dynamic Characteristics of Historical Mosques and Minarets and Evaluation of Restoration Effects (in Turkish), , Ph. D. Thesis, Karadeniz Technical University, Trabzon, Turkey; (2008) Trabzon Sürmene Kuşluca Cami, , Restoration Project Directorate General of Foundations, Trabzon, Turkey; (2016) ERZIKAN/ERZ-NS and ERZIKAN/ERZ-EW Components of the 1992 Erzincan Earthquake Ground Motion, , PEER, Pacific Earthquake Engineering Research Center University of California, Berkeley, CA","Altunişik, A.C.; Department of Civil Engineering, Turkey; email: ahmetcan8284@hotmail.com",,,"ASTM International",,,,,00903973,,JTEVA,,"English","J Test Eval",Article,"Final","",Scopus,2-s2.0-85065132255
"di Prisco M., Scola M., Zani G.","7003649634;57198443658;37035544800;","On site assessment of Azzone Visconti bridge in Lecco: Limits and reliability of current techniques",2019,"Construction and Building Materials","209",,,"269","282",,9,"10.1016/j.conbuildmat.2019.02.080","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062919851&doi=10.1016%2fj.conbuildmat.2019.02.080&partnerID=40&md5=21bb00d8df1da8024379ac38af388b0d","Politecnico di Milano, Department of Civil and Environmental Engineering, Piazza Leonardo da Vinci 32, Milano, 20133, Italy","di Prisco, M., Politecnico di Milano, Department of Civil and Environmental Engineering, Piazza Leonardo da Vinci 32, Milano, 20133, Italy; Scola, M., Politecnico di Milano, Department of Civil and Environmental Engineering, Piazza Leonardo da Vinci 32, Milano, 20133, Italy; Zani, G., Politecnico di Milano, Department of Civil and Environmental Engineering, Piazza Leonardo da Vinci 32, Milano, 20133, Italy","Ponte Azzone Visconti is a strategic middle age bridge built at north of Milan astride river Adda, along the road towards the centre of Europe passing from the Valtellina, the lordship of Milan and the Serenissima Republic. An on-site assessment of the bridge was carried out starting from the requirement expressed by the municipality of Lecco, consisting in the evaluation of the actual bearing capacity of the infrastructure with reference to the bridge classes defined in the national standards. The investigation used several approaches to quantify the bridge structural safety with reference to the vertical loads due to traffic and accidental seismic events and to highlight any critical issue. The paper is aimed at suggesting the most convenient analysis and maintenance choices, in order to conjugate the very significant historical value of the bridge to a sustainable evolution of its function. © 2019 Elsevier Ltd","Bearing capacity identification; Historical bridge; Modelling approaches; Structural assessment techniques","Bearing capacity; Surveys; Critical issues; Historical bridges; National standard; On-site assessment; Seismic event; Structural assessments; Structural safety; Vertical load; Bridges",,,,,,,,,,,,,,,,"NTC Nuove Norme Tecniche per le Costruzioni. Ministero delle Infrastrutture (GU n.29 2008 Rome, Italy 04/02/2008), 14/01/2008 (in Italian); Circolare n 617 del 2 Febbraio 2009. Istruzioni per l'applicazione delle nuove norme tecniche per le costruzioni di cui al decreto ministeriale 14 Gennaio, 2008 (in Italian); Boothby, T.E., Load rating of masonry arch bridges (2001) J. Bridge Eng. (ASCE), 6 (2), pp. 79-86; Brencich, A., De Francesco, U., Assessment of multispan masonry arch bridges. I: Simplified approach (2004) J. Bridge Eng., 9 (6), pp. 582-590; Brencich, A., De Francesco, U., Assessment of multispan masonry arch bridges. II: Examples and applications (2004) J. Bridge Eng., 9 (6), pp. 591-598; Cavicchi, A., Gambarotta, L., Collapse analysis of masonry bridges taking into account arch-fill interaction (2005) Eng. Struct., 27 (4), pp. 605-615; de Felice, G., Assessment of the load-carrying capacity of multi–span masonry arch bridges using fibre beam elements (2009) Eng. Struct., 31 (8), pp. 1634-1647; De Santis, S., De Felice, G., Overview of railway masonry bridges with a safety factor estimate (2014) Int. J. Arch. Heritage, 8 (3), pp. 452-474; Fanning, P.J., Boothby, T.E., Three-dimensional modelling and full-scale testing of stone arch bridges (2001) Comput. Struct., 79 (29-30), pp. 2645-2662; Pelà, L., Aprile, A., Benedetti, A., Comparison of seismic assessment procedures for masonry arch bridges (2013) Constr. Build. Mater., 38, pp. 381-394; Pelà, L., Aprile, A., Benedetti, A., Seismic assessment of masonry arch bridges (2009) Eng. Struct., 31 (8), pp. 1777-1788; Pérez-Gracia, V., Di Capua, D., Caselles, O., Rial, F., Lorenzo, H., González-Drigo, R., Armesto, J., Characterization of a Romanesque bridge in Galicia (Spain) (2011) Int. J. Arch. Heritage, 5 (3), pp. 251-263; (1997), 3. , sec. 4, part 4: The assessment of highway bridges and structures. London, UK: UK Department of Transport., UK Department of Transport, Design manual for roads and bridges; Zampieri, P., Zanini, M.A., Modena, C., Simplified seismic assessment of multi-span masonry arch bridges (2015) Bull. Earthq. Eng., 13 (9), pp. 2629-2646; Milani, G., Lourenço, P.B., 3D non-linear behaviour of masonry arch bridges (2012) Comput. Struct., 110-111, pp. 133-150; Rovelli, G., Vidus Rosin, L., Indagini diagnostiche e analisi statica del ponte azzone visconti (Master Thesis), Politecnico di Milano, 2016 (in Italian); Martinelli, P., Galli, A., Barazzetti, L., Colombo, M., Felicetti, R., Previtali, M., Roncoroni, F., di Prisco, M., Bearing capacity assessment of a 14th century arch bridge in Lecco (Italy) (2018) Int. J. Arch. Heritage, 12 (2), pp. 237-256; Galli, A., Martinelli, P., Experimental characterization and numerical investigation on the Azzone Visconti bridge in Lecco (Italy) (2016) Procedia Eng., 158, pp. 158-163; UNI EN 772-1: Metodi di prova per elementi per muratura - Parte 1: Determinazione della resistenza a compressione, 2015 (in Italian); UNI 6135: Prove distruttive sui calcestruzzi. Prova di trazione, 1972 (in Italian); Barazzetti, L., Banfi, F., Brumana, R., Previtali, M., Roncoroni, F., (2016), BIM from laser scans… not just for buildings: nurbs-based parametric modeling of a medieval bridge, ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume III-5; Binda, L., Saisi, A., Tiraboschi, C., Application of sonic tests to the diagnosis of damaged and repaired structures (2001) NDT E Int., 34 (2), pp. 123-138; UNI 10985: Vibrazioni di ponti e viadotti. Linee guida per l'esecuzione di prove e rilievi dinamici, 2002 (in Italian); Laboratoire Central des Ponts et Chaussèss (LCPC): Investigations et èvaluations dynamiques des ponts, 2009 (in French); Brincker, R., Zhang, L., Andersen, P., Modal identification of output-only systems using frequency domain decomposition (2001) Smart Mater. Struct., 10 (3), pp. 441-445","di Prisco, M.; Politecnico di Milano, Piazza Leonardo da Vinci 32, Italy; email: marco.diprisco@polimi.it",,,"Elsevier Ltd",,,,,09500618,,CBUME,,"English","Constr Build Mater",Article,"Final","",Scopus,2-s2.0-85062919851
"Nakamura S., Yamashita A., Inoue F., Inoue D., Takahashi Y., Kamimura N., Ueno T.","57196244202;35331281800;55536605400;54928175800;57203513250;57203986484;36612410200;","Inspection test of a tunnel with an inspection vehicle for tunnel lining concrete",2019,"Journal of Robotics and Mechatronics","31","6",,"762","771",,9,"10.20965/jrm.2019.p0762","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077386311&doi=10.20965%2fjrm.2019.p0762&partnerID=40&md5=2b1165d5b928c54d48289008149b6341","Institute of Technology, Tokyu Construction Co., Ltd., 3062-1 Tana, Chuo-ku, Kanagawa, Sagamihara, 252-0244, Japan; The University of Tokyo, Department of Precision Engineering, 7-3-1 Hongo, Bunkyo-ku, Tokyo, 113-8656, Japan; Shonan Institute of Technology, Department of Mechanical Engineering, 1-1-25 Tsujidonishikaigan, Kanagawa, Fujisawa-shi, 251-8511, Japan; Mechatronics Group, Institute of Technology, Tokyu Construction Co., Ltd., 3062-1 Tana, Chuo-ku, Kanagawa, Sagamihara, 252-0244, Japan","Nakamura, S., Mechatronics Group, Institute of Technology, Tokyu Construction Co., Ltd., 3062-1 Tana, Chuo-ku, Kanagawa, Sagamihara, 252-0244, Japan; Yamashita, A., The University of Tokyo, Department of Precision Engineering, 7-3-1 Hongo, Bunkyo-ku, Tokyo, 113-8656, Japan; Inoue, F., Shonan Institute of Technology, Department of Mechanical Engineering, 1-1-25 Tsujidonishikaigan, Kanagawa, Fujisawa-shi, 251-8511, Japan; Inoue, D., Mechatronics Group, Institute of Technology, Tokyu Construction Co., Ltd., 3062-1 Tana, Chuo-ku, Kanagawa, Sagamihara, 252-0244, Japan; Takahashi, Y., Institute of Technology, Tokyu Construction Co., Ltd., 3062-1 Tana, Chuo-ku, Kanagawa, Sagamihara, 252-0244, Japan; Kamimura, N., Institute of Technology, Tokyu Construction Co., Ltd., 3062-1 Tana, Chuo-ku, Kanagawa, Sagamihara, 252-0244, Japan; Ueno, T., Institute of Technology, Tokyu Construction Co., Ltd., 3062-1 Tana, Chuo-ku, Kanagawa, Sagamihara, 252-0244, Japan","Users of bridges and tunnels are generally concerned about the aging of these structures. Periodic inspections are necessary to keep old bridges and tunnels healthy. Inspection engineers must approach the inspection points as close as possible by mobile elevating of the work platform for close visual inspection of lining concrete. The inspection of a road tunnel particularly requires traffic regulation. Furthermore, it takes much time to perform visual inspection and hammering test for the vast area. Moreover, the inspection results have variations by inspectors. We propose an “Inspection Vehicle” for inspection of tunnel lining concrete by a new technology for infrastructure maintenance. This study reports the finding on element technology of an inspection vehicle and applies a tunnel inspection test. © 2019, Fuji Technology Press. All rights reserved.","Hammering test; K-means; Light-section; Tunnel lining concrete; Variable geometry truss","Concrete testing; Inspection; Tunnel linings; Vehicles; Element technology; Infrastructure maintenance; Inspection vehicle; K-means; Periodic inspection; Traffic regulations; Tunnel inspection; Variable geometry truss; Concretes",,,,,"New Energy and Industrial Technology Development Organization, NEDO; Council for Science, Technology and Innovation, CSTI","This work was supported by Council for Science, Technology and Innovation, “Cross-ministerial Strategic Innovation Promotion Program (SIP), Infrastructure Maintenance, Renovation and Management” (funding agency: NEDO).",,,,,,,,,,"Ishikawa, K., Takiguchi, J., Amano, Y., Hashizume, T., Fu-Jishima, T., Tunnel Cross-Section Measurement System Using a Mobile Mapping System (2009) J. Robot. Mechatron., 21 (2), pp. 193-199; Endou, K., Ikenoya, T., Kurazume, R., Development of 3D Scanning System Using Automatic Guiding Total Station (2012) J. Robot. Mechatron., 24 (6), pp. 992-999; Mizutani, T., Nakamura, N., Yamaguchi, T., Tarumi, M., Ando, Y., Hara, I., Bridge Slab Damage Detection by Signal Processing of UHF-Band Ground Penetrating Radar Data (2017) J. Disaster Res., 12 (3), pp. 415-421; Hada, Y., Nakao, M., Yamada, M., Kobayashi, H., Sawasaki, N., Yokoji, K., Kanai, S., Sugawara, T., Development of a Bridge Inspection Support System Using Two-Wheeled Multicopter and 3D Modeling Technology (2017) J. Disaster Res., 12 (3), pp. 593-605; Murakami, T., Saito, N., Komachi, Y., Okamura, K., Michikawa, T., Sakashita, M., Kogure, S., Midorikawa, K., High Spatial Resolution Survey Using Frequency-Shifted Feedback Laser for Transport Infrastructure Maintenance (2017) J. Disaster Res., 12 (3), pp. 546-556; Nakamura, S., Takahashi, Y., Inoue, D., Ueno, T., The Variable Guide Frame Vehicle for Tunnel Inspection (2017) 34Th Int. Symp. on Automation and Robotics in Construction (ISARC2017), B-3-1 (54); Inoue, F., A Study on Adaptive Arch Structure Applying Variable Geometry Truss (Mechanism of Movable Arch Roof with External Panel) (2009) J. Robot. Mechatron., 21 (2), pp. 172-178; Inoue, F., Kwon, S., Uchiyama, T., Nakamura, S., Yanagihara, Y., Shape Control of Variable Guide Frame for Tunnel Wall Inspec-tion (2017) 34Th Int. Symp. on Automation and Robotics in Construction (ISARC2017), 5 B (185). , 4; Chirikjian, G.S., Kinematic synthesis of mechanisms and robotic manipulators with binary actuators (1995) J. Mech. Des, 117 (4), pp. 573-580; Inoue, D., Ueno, T., Nakamura, S., Robotic Inspection Tests of Tunnel Lining Concrete with Crack Light-section Device on Variable Guide Frame (2018) 35Th Int. Symp. on Automation and Robotics in Construction (ISARC2018), pp. 524-529; Im, J., Fujii, H., Yamashita, A., Asama, H., Multi-Modal Diagnostic Method for Detection of Concrete Crack Direction Using Light-Section Method and Hammering Test (2017) 2017 14Th Int. Conf. on Ubiquitous Robots and Ambient Intelligence (URAI), pp. 922-927; Fujii, H., Yamashita, A., Asama, H., Improvement of Environmental Adaptivity of Defect Detector for Hammering Test Using Boosting Algorithm (2015) IEEE/RSJ Int. Conf. on Intelligent Robots and System, ThFT14; Kasahara, J., Fujii, H., Yamashita, A., Asama, H., Unsupervised learning approach to automation of hammering test using topological information (2017) ROBOMECH J, 4 (13), pp. 1-10; Takahashi, Y., Maehara, S., Ogawa, Y., Satoh, T., Concrete Inspection Systems Using Hammering Robot Imitating Sounds of Workers (2018) 35Th Int. Symp. on Automation and Robotics in Construction (ISARC2018), pp. 206-210",,,,"Fuji Technology Press",,,,,09153942,,,,"English","J. Rob. Mechatronics",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85077386311
"Ballio F., Ballio G., Franzetti S., Crotti G., Solari G.","6602931738;6603718310;6603508236;56625740900;7004648228;","Actions monitoring as an alternative to structural rehabilitation: Case study of a river bridge",2018,"Structural Control and Health Monitoring","25","11","e2250","","",,9,"10.1002/stc.2250","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052402887&doi=10.1002%2fstc.2250&partnerID=40&md5=3218c1c3402e9eaf9de0181fb36fa6f8","Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy","Ballio, F., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Ballio, G., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Franzetti, S., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Crotti, G., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Solari, G., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy","A number of river bridges collapse worldwide every year during flood events, due to combination of actions including traffic loads, water and wind load, riverbed degradation, and accumulation of debris. Incidence of failure is higher for relatively old bridges that may have been designed without adequate consideration for some of such actions, in particular the scour potential at piers and abutments; in this case, consolidation of bridge foundations may be required. As an alternative to structural rehabilitation, we propose here real-time management as a nonstructural risk-mitigation measure: Data from a monitoring system aid the bridge managers to decide whether a bridge should be partially or totally closed to traffic in the case that forecasted environmental conditions indicate that the structure may exit its safe operational domain. A peculiar feature of the present proposal is that the monitoring system focuses on the evaluation of the environmental actions on the structure rather than on the health state of the structure itself: Such choice allows sufficient lead time for bridge closure. Bridge management may not prevent the damage of the structure but should avoid casualties. The methodology is presented with reference to the field case of a bridge over the river Po (Italy); its generalization to a larger variety of conditions is also discussed. © 2018 John Wiley & Sons, Ltd.","bridge monitoring; bridge safety; nonstructural risk mitigation; real-time management; river bridge; scour","Floods; Information management; Monitoring; Risk assessment; Rivers; Scour; Structural health monitoring; Bridge monitoring; Bridge safety; Real-time management; Risk mitigation; River bridges; Bridges",,,,,,,,,,,,,,,,"Wardhana, K., Hadipriono, F.C., Analysis of recent bridge failures in the United States (2003) J Perform Constructed Facil, 17 (3), pp. 144-150; Rhodes, J., Trent, R., Hydraulic engineering (1993) Proc ASCE Natl Conf, 1, pp. 928-933; Briaud, J.L., Gardoni, P., Yao, C., Geotech, J., Statistical, Risk, and Reliability Analyses of Bridge Scour (2014) Geoenviron Eng, 140 (2); Imhof, D., (2004) Risk assessment of existing bridge structures, , PhD Thesis, University of Cambridge, UK; Macky, G.H., (1990) Survey of roading expenditure due to scour, , report CR 90.09, DSIR Hydrology Centre, Christchurch, New Zeland; Melville, B.W., Coleman, S.E., (2000) Bridge scour, , Water Resources Publications, LLC, Highlands Ranch, Colorado, USA; Ballio, F., Bianchi, A., Franzetti, S., De Falco, F., Mancini, M., (1998) XXVI Convegno Nazionale di Idraulica e Costruzioni Idrauliche, 3, pp. 69-80. , Vulnerabilità idraulica dei ponti fluviali., Catania, Italy; Azhari, F., Loh, K.J., Laboratory validation of buried piezoelectric scour sensing rods (2017) Struct Control Health Monit, 24 (9), pp. 1-14. , e1969); Bao, T., Liu, Z., Vibration-based bridge scour detection: a review (2017) Struct Control Health Monit, 24 (7), pp. 1-19. , e1937); Zevenbergen, L.W., Arneson, L.A., Hunt, J.H., Miller, A.C., (2012) Hydraulic Design of Safe Bridges, , Washington D.C., FHA, FHWA-HIF-12-018 - HDS-7; Arneson, L.A., Zevenbergen, L.W., Lagasse, P.F., Clopper, P.E., (2012) Evaluating Scour at Bridges, , Fifth Edition, FHWA-HIF-12-003 - HEC-18, ed., Washington D.C., FHA; Alexandre, K., Garrow, L.A., Higgins, M.J., Meyer, M.D., Impacts of Climate Change on Scour-Vulnerable Bridges: Assessment Based on HYRISK (2013) J Infrastruct Syst, 19 (2); (2002) Eurocode, Basis of Structural Design, , Brussels, CEN; Lin, T.K., Chang, Y.S., Development of a real-time scour monitoring system for bridge safety evaluation (2017) Mech Syst Signal Process, 82, pp. 503-518; Ju, S.H., Determination of scoured bridge natural frequencies with soil–structure interaction (2013) Soil Dynam Earthquake Eng, 55, pp. 247-254; Farrar, C.R., Worden, K., (2013) Structural Health Monitoring: A Machine Learning Perspective, , Chichester, UK, John Wiley & Sons, introduction; Cunha, A., Caetano, E., Magalhães, F., Moutinho, C., Recent perspectives in dynamic testing and monitoring of bridges (2013) Struct Control Health Monit, 20 (6), pp. 853-877; Biswajit, B., Bursi, O.S., Casciati, F., A European association for the control of structures joint perspective. Recent studies in civil structural control across Europe (2014) Struct Control Health Monit, 21, pp. 1414-1436; Zonta, D., Glisic, B., Adriaenssens, S., Value of information: impact of monitoring on decision-making (2014) Struct Control Health Monit, 21 (7), pp. 1043-1056; (2005) Eurocode 1, actions on structures, part 1–6: general actions—actions during construction, , Brussels, CEN; van Hinsberg, N.P., The Reynolds number dependency of the steady and unsteady loading on a slightly rough circular cylinder: from subcritical up to high transcritical flow state (2015) J Fluid Struct, 55, pp. 526-539; Igarashi, T., Suzuki, K., Characteristics of the flow around three circular cylinders (1984) Bull JSME, 27 (233), pp. 2397-2404; Moradian, N., David, S., Ting, K., Cheng, S., The effects of freestream turbulence on the drag coefficient of a sphere (2009) Exp Thermal Fluid Sci, 33 (3), pp. 460-471; (2011) Coastal construction manual: principles and practices of planning, siting, designing, constructing, and maintaining residential buildings in coastal areas, , 4th Edition; Tsutsui, T., (2008) VI International Colloquium on Bluff Bodies Aerodynamics and Applications (BBAA), , Milano, Italy,, Paper no VC06; (2010) Effects of Debris on Bridge Pier Scour, , Washington DC, TRB, Rep. 653; (2000) Debris Forces on Highway Bridges, , Washington, DC., TRB, Rep. 445; Richardson, E.V., Davis, S.R., Evaluating scour at bridges (2001) Hydraulic Engineering Circular No. 18, , (HEC-18)., fourth, ed., Washington DC, FHA; Sheppard, D.M., Melville, B.W., Demir, H., Evaluation of existing equations for local scour at bridge piers (2014) J Hydraul Eng, 140 (1), pp. 14-23; Melville, B.W., Dongol, D.M., Bridge pier scour with debris accumulation (1992) J Hydraul Eng, 118 (9), pp. 1306-1310; (2005) Eurocode 1, actions on structures, part 1–4: wind actions, , Brussels, CEN; (2008) Nuove norme tecniche per le costruzioni, , Decreto del Ministero delle Infrastrutture e dei Trasporti 14 gennaio 2008, Circolare pubblicata nella Gazzetta Ufficiale n. 47 del 26–02-emento Ordinario n. 27, 2010, Gruppo 24 Ore editore; (2005) Eurocode 1, actions on structures part 2: traffic loads on bridges, , Brussels, CEN; Manzoni, S., Crotti, G., Ballio, F., Cigada, A., Inzoli, F., Colombo, E., Bless: a fiber optic sedimeter (2011) Flow Meas Instrum, 22 (5), pp. 447-455; Fisher, M., Chowdhury, M.N., Khan, A.A., Atamturktur, S., An evaluation of scour measurement devices (2013) Flow Meas Instrum, 33, pp. 55-67; Ahamed, T., Shim, J., Jo, H., Duan, G., (2016) Test of low-cost sonar sensors for bridge scour monitoring, pp. 78-87. , 16th Annual World Environmental and Water Resources Congress of the Environmental-and-Water-Resources-Institute (EWRI), West Palm Beach, FL; Wang, C., Yu, X., Liang, F., A review of bridge scour: mechanism, estimation, monitoring and countermeasures (2017) Nat Hazards, 87 (3), pp. 1881-1906; Burlando, M., Pizzo, M., Repetto, M.P., Solari, G., De Gaetano, P., Tizzi, M., Short-term wind forecast for the safety management of complex areas during hazardous wind events (2014) J Wind Eng Ind Aerodyn, 135, pp. 170-181; Solari, G., Repetto, M.P., Burlando, M., The wind forecast for safety management of port areas (2012) J Wind Eng Ind Aerodyn, 104-106, pp. 266-277; Repetto, M.P., Burlando, M., Solari, G., De Gaetano, P., Pizzo, M., Tizzi, M., A web-based GIS platform for the safe management and risk assessment of complex structural and infrastructural systems exposed to wind (2018) Adv Eng Software, 117, pp. 29-45; Burlando, M., Freda, A., Ratto, C.F., Solari, G., A pilot study of the wind speed along the Rome–Naples HS/HC railway line. Part 1—numerical modelling and wind simulations (2010) J Wind Eng Ind Aerodyn, 98 (8-9), pp. 392-403; Repetto, M.P., Burlando, M., Solari, G., De Gaetano, P., Pizzo, M., Integrated tools for improving the resilience of seaports under extreme wind events (2017) Sustain Cities Soc, 32, pp. 277-294; Bonavita, M., Torrisi, L., Marcucci, F., Ensemble data assimilation with the CNMCA regional forecasting system (2010) Q J Roy Meteorol Soc, 136 (646), pp. 132-145; Frangopol, D.M., Dong, Y., Sabatino, S., Bridge life-cycle performance and cost: analysis, prediction, optimisation and decision-making (2017) Struct Infrastruct Eng, 13 (10), pp. 1239-1257; Orcesi, A.D., Frangopol, D.M., Bridge performance monitoring based on traffic data (2013) J Eng Mech, 139 (11), pp. 1508-1520","Ballio, F.; Department of Civil and Environmental Engineering, Italy; email: francesco.ballio@polimi.it",,,"John Wiley and Sons Ltd",,,,,15452255,,,,"English","J. Struct. Control Health Monit.",Article,"Final","All Open Access, Green",Scopus,2-s2.0-85052402887
"Zhuang N., Dong H., Chen D., Ma Y.","25652335000;57194407079;55724981600;57193393414;","Experimental Study of Aged and Seriously Damaged RC Beams Strengthened Using CFRP Composites",2018,"Advances in Materials Science and Engineering","2018",,"6260724","","",,9,"10.1155/2018/6260724","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056225021&doi=10.1155%2f2018%2f6260724&partnerID=40&md5=3984345c0ea120def6e9969d0c8da7e8","Jiangsu Key Laboratory of Coast Ocean Resources Development and Environment Security, Hohai University, Nanjing, China; College of Harbor Coastal and Offshore Engineering, Hohai University, Nanjing, China","Zhuang, N., Jiangsu Key Laboratory of Coast Ocean Resources Development and Environment Security, Hohai University, Nanjing, China, College of Harbor Coastal and Offshore Engineering, Hohai University, Nanjing, China; Dong, H., Jiangsu Key Laboratory of Coast Ocean Resources Development and Environment Security, Hohai University, Nanjing, China, College of Harbor Coastal and Offshore Engineering, Hohai University, Nanjing, China; Chen, D., Jiangsu Key Laboratory of Coast Ocean Resources Development and Environment Security, Hohai University, Nanjing, China, College of Harbor Coastal and Offshore Engineering, Hohai University, Nanjing, China; Ma, Y., Jiangsu Key Laboratory of Coast Ocean Resources Development and Environment Security, Hohai University, Nanjing, China, College of Harbor Coastal and Offshore Engineering, Hohai University, Nanjing, China","This paper presents results from experiments on aged and seriously damaged reinforced concrete (RC) beams strengthened with different arrangements of external carbon fiber-reinforced polymer (CFRP) laminates and end anchorages. Seven RC beams from an old bridge, measuring 250 × 200 × 2300 mm, were tested. All specimens were loaded to yield load to evaluate initial mechanical properties. Then, these seriously damaged specimens were repaired using different CFRP-reinforcing schemes and reloaded to failure. The yield load growth due to CFRP reinforcement ranged from 5% to 36%. Different parameters including CFRP dimension and position, bonding length, and end anchorage were investigated and facilitated conclusions on beam ductility, load-midspan deflection response, and failure mode. This research contributes to knowledge about the CFRP repair of aged and seriously damaged beams to ensure better performance in overloaded conditions. © 2018 Ning Zhuang et al.",,"Anchorages (foundations); Concrete beams and girders; Fiber reinforced plastics; Mechanical properties; Paper laminates; Reinforced concrete; Beam ductilities; Bonding length; Carbon fiber reinforced polymer; CFRP composites; Cfrp reinforcements; End anchorage; Mid-span deflection; Reinforced concrete beams; Carbon fiber reinforced plastics",,,,,"Qinglan Project of Jiangsu Province of China; KYCX18_0630; National Natural Science Foundation of China, NSFC: 51379073, 51679080; Fundamental Research Funds for the Central Universities: 2018B655X14; 2017030","'is work was supported by the National Natural Science Foundation of China (51679080 and 51379073), Fundamental Research Funds for the Central Universities (2018B655X14), Postgraduate Research and Practice Innovation Program of Jiangsu Province (KYCX18_0630), and Scientific and Technology Project of Jiangsu Provincial Water Resources Department (2017030) and sponsored by Qing Lan Project.",,,,,,,,,,"Alecci, V., Bati, S.B., Ranocchiai, G., Concrete columns confined with CFRP wraps (2014) Materials and Structures, 47 (3), pp. 397-410; Attari, N., Amziane, S., Chemrouk, M., Flexural strengthening of concrete beams using CFRP, GFRP and hybrid FRP sheets (2012) Construction and Building Materials, 37 (3), pp. 746-757; Jiang, C., Fan, K., Wu, F., Chen, D., Experimental study on the mechanical properties and microstructure of chopped basalt fibre reinforced concrete (2014) Materials and Design, 58, pp. 187-193; Eid, R., Roy, N., Paultre, P., Normal and high-strength concrete circular elements wrapped with FRP composites (2009) Journal of Composites for Construction, 13 (2), pp. 113-124; Shehab, H.K., Eisa, A.S., El-Awady, K.A., Strengthening of cutouts in existing one-way Spanning R. C. Flat slabs using CFRP sheets (2017) International Journal of Concrete Structures and Materials, 11 (2), pp. 327-341; Zhuang, N., Zhou, Y., Sun, H., Effects of steel reinforcement corrosion on carbon-fibre-reinforced polymer repaired slabs (2015) Proceedings of the Institution of Civil Engineers-structures and Buildings, 169 (1), pp. 46-53; Adhikary, B.B., Mutsuyoshi, H., Behavior of concrete beams strengthened in shear with carbon-fiber sheets (2004) Journal of Composites for Construction, 8 (3), pp. 258-264; Bukhari, I.A., Vollum, R., Ahmad, S., Sagaseta, J., Shear strengthening of short span reinforced concrete beams with CFRP sheets (2013) Arabian Journal for Science and Engineering, 38 (3), pp. 523-536; Norris, T., Saadatmanesh, H., Shear and flexural strengthening of R/C beams with carbon fiber sheets (1997) Journal of Structural Engineering, 123 (7), pp. 903-911; Chajes, M.J., Januszka, T.F., Mertz, D.R., Shear strengthening of reinforced concrete beams using externally applied composite fabrics (1995) ACI Structural Journal, 92 (3), pp. 295-303; Llauradó, P.V., Fernández-Gómez, J., Ramos, F.J.G., Influence of geometrical and installation parameters on performance of CFRP anchors (2017) Composite Structures, 176, pp. 105-116; Grelle, S.V., Sneed, L.H., Review of anchorage systems for externally bonded FRP laminates (2013) International Journal of Concrete Structures and Materials, 7 (1), pp. 17-33; Mohee, F.M., Al-Mayah, A., Plumtree, A., Development of a novel prestressing anchor for CFRP plates: Experimental investigations (2017) Composite Structures, 176, pp. 20-32; Teng, J.G., Lam, L., Chan, W., Wang, J., Retrofitting of deficient RC cantilever slabs using GFRP strips (2000) Journal of Composites for Construction, 4 (2), pp. 75-84; Pantelides, C.P., Fitzsimmons, G., Case study of strategies for seismic rehabilitation of reinforced concrete multicolumn bridge bents (2012) Journal of Bridge Engineering, 17 (1), pp. 139-150; Zanardo, G., Hao, H., Xia, Y., Deeks, A.J., Evaluation of the effectiveness of strengthening intervention by CFRP on MRWA bridge no. 3014 (2007) Journal of Composites for Construction, 11 (4), pp. 363-374; Williams, G., Higgins, C., Fatigue of diagonally cracked RC girders repaired with CFRP (2008) Journal of Bridge Engineering, 13 (1), pp. 24-33; Ray, I., Parish, G.C., Davalos, J.F., Chen, A., Effect of concrete substrate repair methods for beams aged by accelerated corrosion and strengthened with CFRP (2010) Journal of Aerospace Engineering, 24 (2), pp. 227-239; Zhang, D., Shen, S., Zhao, Y., Jin, W., Ueda, T., Cracking behavior of CFRP laminate-strengthened RC beams with premechanical and postmechanical environmental damage (2014) Journal of Composites for Construction, 19 (4); Dias, S.J.E., Barros, J.A.O., NSM shear strengthening technique with CFRP laminates applied in high-strength concrete beams with or without pre-cracking (2012) Composites Part B: Engineering, 43 (2), pp. 290-301; Zhao, S.B., Li, J.F., Shi, F.J., Du, Z.H., Shear resistance of pre-cracking reinforced concrete T-beam strengthening with CFRP sheets (2013) Applied Mechanics and Materials, 438-439, pp. 472-476; ASTM, G1-90: Standard Profile for Preparing, Cleaning, And Evaluating Corrosion Test Specimens, ASTM International, West Conshohocken, PA, USA, 1999; Joongkoo, K., A study on structural performance evaluation of RC beams strengthened with CFRP plate (2004) Korean Journal of Construction Engineering and Management, 5 (6), pp. 212-217; Zeris, C., Anastasakis, J., Kyriakidis, J., Investigation of monotonic and cyclic response of fiber-reinforced polymer strengthened beams (2009) ACI Structural Journal, 106 (1), pp. 3-13; Chen, J.F., Teng, J.G., Anchorage strength models for FRP and steel plates bonded to concrete (2001) Journal of Structural Engineering, 127 (7), pp. 784-791; El-Mihilmy, M.T., Tedesco, J.W., Prediction of anchorage failure for reinforced concrete beams strengthened with fiberreinforced polymer plate (2001) ACI Structural Journal, 98 (3), pp. 301-314; Khan, A.U.R., Fareed, S., Behaviour of reinforced concrete beams strengthened by CFRP wraps with and without end anchorages (2014) Procedia Engineering, 77, pp. 123-130; Li, W., Leung, C.K.Y., Effect of shear span-depth ratio on mechanical performance of RC beams strengthened in shear with U-wrapping FRP strips (2017) Composite Structures, 177 (1), pp. 141-157; Kaya, M., Kankal, Z.Ç., Effect of anchorage number on behavior of reinforced concrete beams strengthened with glass fiber plates (2015) International Journal of Concrete Structures and Materials, 9 (4), pp. 415-425","Chen, D.; Jiangsu Key Laboratory of Coast Ocean Resources Development and Environment Security, China; email: chenda@hhu.edu.cn",,,"Hindawi Limited",,,,,16878434,,,,"English","Adv. Mater. Sci. Eng.",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85056225021
"Biondini F., Manto S., Beltrami C., Tondolo F., Chiara M., Salza B., Tizzani M., Chiaia B., Lencioni A., Panseri L., Quaranta L.","6602613840;57304656900;36876442300;23668913100;57304515600;57304515700;57304515800;56219530100;57304657000;57303605200;57304657100;","BRIDGE|50 research project: Residual structural performance of a 50-year-old bridge",2021,"Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations - Proceedings of the 10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020",,,,"3337","3344",,8,"10.1201/9780429279119-453","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85117586045&doi=10.1201%2f9780429279119-453&partnerID=40&md5=5037fad68671c97df8859937d15ac21c","Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; S.C.R. Piemonte, Turin, Italy; Lombardi Engineering, Milan, Italy; Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Turin, Italy; Piedmont Region, Turin, Italy; Turin, City of Turin, Italy; Metropolitan City of Turin, Turin, Italy; TNE Torino Nuova Economia, Turin, Italy; ATI Itinera and C.M.B., Tortona, Italy; ATI Despe and Perino Piero, Bergamo, Italy; Quaranta Group, Turin, Italy","Biondini, F., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Manto, S., S.C.R. Piemonte, Turin, Italy; Beltrami, C., Lombardi Engineering, Milan, Italy; Tondolo, F., Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Turin, Italy; Chiara, M., Piedmont Region, Turin, Italy; Salza, B., Turin, City of Turin, Italy; Tizzani, M., Metropolitan City of Turin, Turin, Italy; Chiaia, B., TNE Torino Nuova Economia, Turin, Italy; Lencioni, A., ATI Itinera and C.M.B., Tortona, Italy; Panseri, L., ATI Despe and Perino Piero, Bergamo, Italy; Quaranta, L., Quaranta Group, Turin, Italy","This paper deals with the BRIDGE|50 research project aimed at investigating the residual structural performance of a 50-year-old concrete bridge recently dismantled in Italy. A group of 29 precast prestressed beams, including 25 I-beams and four box beams, and two pier caps has been placed in a testing site. The preliminary activities already developed and the planned experimental program are discussed. The project includes photographic mappings, drone surveys, non-destructive testing, full-scale load tests, and extraction of a large number of samples from the tested structural elements for laboratory tests. © 2021 Taylor & Francis Group, London",,"Life cycle; Maintenance; Nondestructive examination; Box beam; Experimental program; I beams; Laboratory test; Number of samples; Pier cap; Pre-cast; Prestressed beam; Structural elements; Structural performance; Load testing",,,,,,,,,,,,,,,,"Anghileri, M., Biondini, F., Rosati, G., Savino, P., Tondolo, F., Sabia, D., Manto, S., Caruso, C., Deconstruction of the Corso Grosseto viaduct and setup of a testing site for full scale load tests (2020) Tenth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), , Sapporo, Japan, June 28th-July 2nd, 2020; (2017) Report card for America's infrastructure, , http://www.infrastructurereportcard.org, ASCE, American Society of Civil Engineers (ASCE), Reston, VA, USA; Beltrami, C., Bianchi, S., Cervio, M., Anghileri, M., Felicetti, R., Quattrone, A., Chiara, M., Masala, D., Bridge visual inspections: Experience of local authorities and the case study of the Corso Grosseto viaduct (2020) Tenth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), , Sapporo, Japan, June 28th-July 2nd; Biondini, F., Frangopol, D.M., Life-cycle performance of deteriorating structural systems under uncertainty: Review (2016) Journal of Structural Engineering, ASCE, 142 (9), p. 1. , F4016001, 17; Biondini, F., Frangopol, D.M., Life-cycle performance of civil structure and infrastructure systems: Survey (2018) Journal of Structural Engineering, ASCE, 144 (1), p. 06017008. , 1-7; Biondini, F., Frangopol, D.M., (2019) Life-Cycle Design, Assessment and Maintenance of Structures and Infrastructure Systems, , (Eds), American Society of Civil Engineers (ASCE), Reston, VA, USA; Ellingwood, B.R., Risk-informed condition assessment of civil infrastructure: state of practice and research issues (2005) Structure and Infrastructure Engineering, Taylor & Francis, 1 (1), pp. 7-18; Quattrone, A., Tondolo, F., Sabia, D., Capacci, L., Lencioni, A., Legramandi, C., Dynamic tests and modal identification of Corso Grosseto viaduct decks before the dismounting (2020) Tenth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), , Sapporo, Japan, June 28th-July 2nd, 2020; Savino, P., Anghileri, A., Chiara, M., Salza, B., Candiano, G., Quaranta, L., Corso Grosseto viaduct: Historical and technical overview (2020) Tenth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), , Sapporo, Japan, June 28th-July 2nd, 2020",,"Yokota H.Frangopol D.M.",,"CRC Press/Balkema","10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020","11 April 2021 through 15 April 2021",,172353,,9780429279119; 9780367232788,,,"English","Bridge Maint., Saf., Manag., Life-Cycle Sustain. Innov. - Proc. Int. Conf. Bridge Maint., Saf. Manag., IABMAS",Conference Paper,"Final","",Scopus,2-s2.0-85117586045
"Toasa Caiza P.D., Ummenhofer T., Correia J.A.F.O., De Jesus A.","42762351500;57203047130;35168869200;57195754611;","Applying the Weibull and Stüssi methods that derive reliable Wöhler curves to historical German bridges",2020,"Practice Periodical on Structural Design and Construction","25","4","04020029","","",,8,"10.1061/(ASCE)SC.1943-5576.0000506","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85088528641&doi=10.1061%2f%28ASCE%29SC.1943-5576.0000506&partnerID=40&md5=df49604469c674ec2ebd1658a54f3b56","Karlsruher Institut für Technologie Stahl- und Leichtbau, Versuchsanstalt für Stahl, Holz und Steine, Karlsruher Institut für Technologie, Otto-Ammann-Platz, Karlruhe, 76131, Germany; Faculty of Engineering, Univ. of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal","Toasa Caiza, P.D., Karlsruher Institut für Technologie Stahl- und Leichtbau, Versuchsanstalt für Stahl, Holz und Steine, Karlsruher Institut für Technologie, Otto-Ammann-Platz, Karlruhe, 76131, Germany; Ummenhofer, T., Karlsruher Institut für Technologie Stahl- und Leichtbau, Versuchsanstalt für Stahl, Holz und Steine, Karlsruher Institut für Technologie, Otto-Ammann-Platz, Karlruhe, 76131, Germany; Correia, J.A.F.O., Faculty of Engineering, Univ. of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; De Jesus, A., Faculty of Engineering, Univ. of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal","Preserving the structural integrity of historical bridges made of wrought iron is a mandatory technical requirement in several countries in Europe. A reliable fatigue lifetime estimation of theses bridges allows for proposal of adequate maintenance policies to keep these historical structures as part of the historical legacy for the next generations. In this paper, fatigue data of German bridges built between 1850 and 1900 are considered. The Weibull model of Castilllo and the model of Stüssi to depict the Wöhler curves and estimate the fatigue limit are applied. Their results are compared with those from the linear model of Basquin, which is used in international standards. © 2020 American Society of Civil Engineers.","Estimation; Fatigue; Lifetime; Stüssi; Weibull","Bridges; Maintenance; Wrought iron; Fatigue lifetime; Historical bridges; Historical structures; International standards; Linear modeling; Maintenance policy; Technical requirement; Weibull models; Fatigue of materials",,,,,,"In a research project financed by the German Federal Railway [Deutsche Bundesbahn (DB)], 59 identical samples taken from the main girders of six antique bridges: Loiching, Dingolfing, and Pilsting-Plattning (42.93 km), Landshut-Plattning (6.086 and 7.745 km), and Weiden-Hof were tested (Bähre and Kosteas 1979). The main girders of the Dingolfing and Loiching Bridges are shown in Figs. 1 and 2. The geometry of the samples is shown in Fig. 3. The experimental data are given in Tables 1–3.",,,,,,,,,,"Ashton, T.S., (1998) The Industrial Revolution, 1760-1830, , Oxford, UK: Oxford University Press; (2015) Standard Practice for Statistical Analysis of Linear or Linearized Stress-life (S-N) and Strain-life (ϵ-N) Fatigue Data, , ASTM. ASTM E739-10. West Conshohocken, PA: ASTM; Bähre, R., Kosteas, D., (1979) Einfluß der Vorbelastung Auf Die Restnutzungsdauer Schweiß Eisener Brücken, , Rep. No. 7496. Karlsruhe, Germany: Karlsruher Institut für Technologie; Basquin, O.H., The exponential law of endurance tests (1910) Am. Soc. Test. Mater. Proc., 10, pp. 625-630; Castillo, E., Fernández-Canteli, A., (2009) A Unified Statistical Methodology for Modeling Fatigue Damage, , New York: Springer; Castillo, E., Fernández-Canteli, A., Pinto, H., López-Aenlle, M., A general regression model for statistical analysis of strain-life fatigue data (2008) Mater. Lett., 62 (2122), pp. 3639-3642. , https://doi.org/10.1016/j.matlet.2008.04.015; (2010) Eurocode 3: Design of Steel Structures, Part 1-9: Fatigue, , CMC (CEN Management Centre). EN 1993-1-9:2005. Brussels, Belgium: CMC; Greiner, R., Taras, A., Brunner, H., Statistisch begründete Festigkeitskennwerte genieteter Bauteile - Statische Festigkeit und Wöhlerlinienkatalog (2007) Stahlbau, 76 (8), pp. 537-552. , https://doi.org/10.1002/stab.200710056; Gupta, V.G., Panchang, R.C., On the determination of three-parameter Weibull MLE's (1989) Comm. Stat. Simul. Comput., 18 (3), pp. 1037-1057. , https://doi.org/10.1080/03610918908812805; Helmerich, R., (2005) Alte Stähle und Stahlkonstruktionen. Materialuntersuchungen, Ermüdungsversuche An Originalen Brückenträgern und Messungen von 1990 Bis 2003, , Rep. No. 271. Berlin: Bundesanstalt für Materialforschung und -prüfung; Hobbacher, A.F., The new IIW recommendations for fatigue assessment of welded joints and components - A comprehensive code recently updated (2009) Int. J. Fatigue, 31 (1), pp. 50-58. , https://doi.org/10.1016/j.ijfatigue.2008.04.002; Hobbacher, A.F., New developments at the recent update of the IIW recommendations for fatigue of welded joints and components (2010) Steel Constr., 3 (4), pp. 231-242. , https://doi.org/10.1002/stco.201010030; Hobsbawm, E., (1999) Industry and Empire: The Birth of the Industrial Revolution, , New York: The New Press; (2008) Metallic Materials - Fatigue Testing - Statistical Planning and Analysis of Data, , ISO. ISO 12107:2012. Washington, DC: ISO; Mang, F., Bucak, O., (1991) Remaining Fatigue Life of Old Steel Bridges - Theoretical and Experimental Investigations on Railway Bridges, pp. 971-991. , In Proc. Int. Symp. on Fatigue and Fracture in Steel and Concrete Structures, Madras, India, Oxford, UK: Structural Engineering Research Centre, IBH Publishing; Mang, F., Bucak, O., (1993) Bridge Management 2, pp. 821-832. , Application of the S-N line concept for the assessment of the remaining fatigue life of old bridge structures."" Chap. 85 in, London: Thomas Telford Publishing; Mayorga, L.G., Sire, S., Correia, J.A., Jesus, A.M.D., Rebelo, C., Fernández-Canteli, A., Ragueneau, M., Plu, B., Statistical evaluation of fatigue strength of double shear riveted connections and crack growth rates of materials from old bridges (2017) Eng. Fract. Mech., 185 (NOV), pp. 241-257. , https://doi.org/10.1016/j.engfracmech.2017.05.039; Pedrosa, B., Correia, J.A., Rebelo, C., Lesiuk, G., Jesus, A.M.D., Fernández-Canteli, A.A., Duda, M., Veljkovic, M., Fatigue resistance curves for single and double shear riveted joints from old Portuguese metallic bridges (2019) Eng. Fail. Anal., 96 (FEB), pp. 255-273. , https://doi.org/10.1016/j.engfailanal.2018.10.009; Schijve, J., (2009) Fatigue of Structures and Materials, , New York: Springer; Sedlacek, G., Hobbacher, A., Nussbaumer, A., Stötzel, J., 1st draft of the background document prEN 1993-1-9 (2005) Eurocode 3: Design of Steel Structures, , Brussels, Belgium: European Committee for Standardization; Spindel, J., Haibach, E., The method of maximum likelihood applied to the statistical analysis of fatigue data (1979) Int. J. Fatigue, 1 (2), pp. 81-88. , https://doi.org/10.1016/0142-1123(79)90012-4; Stüssi, F., (1955) Tragwerke Aus Aluminium, , New York: Springer; Toasa Caiza, P.D., (2008) Ermüdungsversuche An Alten Stahlkonstruktionen, , a. Rep. No. 088006. Karlsruhe, Germany: Karlsruher Institut für Technologie; Toasa Caiza, P.D., (2008) Linear Regression Analysis for Fatigue Results and Its Implementation in the Program ""wöhler"", , b. Rep. No. Karlsruhe, Germany: Universität Karlsruhe; Toasa Caiza, P.D., (2018) Consideration of Runouts in the Evaluation of Fatigue Experiments, , Ph.D. thesis, Karlsruhe Institute of Technology; Toasa Caiza, P.D., Ummenhofer, T., General probability weighted moments for the three-parameter Weibull distribution and their application in S-N curves modelling (2011) Int. J. Fatigue, 33 (12), pp. 1533-1538. , https://doi.org/10.1016/j.ijfatigue.2011.06.009; Toasa Caiza, P.D., Ummenhofer, T., A probabilistic Stüssi function for modelling the S-N curves and its application on specimens made of steel S355J2+N (2018) Int. J. Fatigue, 117 (DEC), pp. 121-134. , https://doi.org/10.1016/j.ijfatigue.2018.07.041, a. "" ""; Toasa Caiza, P.D., Ummenhofer, T., Consideration of the runouts and their subsequent retests into S-N curves modelling based on a three-parameter Weibull distribution (2018) Int. J. Fatigue, 106 (SC), pp. 70-80. , https://doi.org/10.1016/j.ijfatigue.2017.09.010, b. "" "" Supplement; Wöhler, A., Über die Festigkeitsversuche mit Eisen and Stahl (1870) Zeitschrift für Bauwesen, 20, pp. 73-106","Toasa Caiza, P.D.; Karlsruher Institut für Technologie Stahl- und Leichtbau, Germany; email: paul.toasa@kit.edu",,,"American Society of Civil Engineers (ASCE)",,,,,10840680,,PPSCF,,"English","Pract Period Struct Des Constr",Article,"Final","All Open Access, Green",Scopus,2-s2.0-85088528641
"Pozo-Antonio J.S., Puente I., Pereira M.F.C., Rocha C.S.A.","57203401993;55258413100;55702001100;57210701207;","Quantification and mapping of deterioration patterns on granite surfaces by means of mobile LiDAR data",2019,"Measurement: Journal of the International Measurement Confederation","140",,,"227","236",,8,"10.1016/j.measurement.2019.03.066","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064645591&doi=10.1016%2fj.measurement.2019.03.066&partnerID=40&md5=35ea80a821dfbf65f4564a6c23c9f34e","Departamento de Enxeñaría de Recursos Naturais e Medio Ambiente, Escola de Enxeñaría de Minas e Enerxía, University of Vigo, Campus Lagoas-Marcosende s/n, Vigo, 36310, Spain; CERENA/CEPGIST, Instituto Superior Técnico, University of Lisbon, Av. Rovisco Pais, Lisboa, 1049-001, Portugal; Defense University Center at the Naval Academy, University of Vigo, Plaza de España s/n, Marín, 36920, Spain","Pozo-Antonio, J.S., Departamento de Enxeñaría de Recursos Naturais e Medio Ambiente, Escola de Enxeñaría de Minas e Enerxía, University of Vigo, Campus Lagoas-Marcosende s/n, Vigo, 36310, Spain, CERENA/CEPGIST, Instituto Superior Técnico, University of Lisbon, Av. Rovisco Pais, Lisboa, 1049-001, Portugal; Puente, I., Defense University Center at the Naval Academy, University of Vigo, Plaza de España s/n, Marín, 36920, Spain; Pereira, M.F.C., CERENA/CEPGIST, Instituto Superior Técnico, University of Lisbon, Av. Rovisco Pais, Lisboa, 1049-001, Portugal; Rocha, C.S.A., CERENA/CEPGIST, Instituto Superior Técnico, University of Lisbon, Av. Rovisco Pais, Lisboa, 1049-001, Portugal","Correctly describing the deterioration patterns is of great importance for the conservation of built cultural heritage. Also, their rapid in situ quantification is an essential requisite when studying exposed stone objects, to define satisfactory restoration actions and to avoid greater damage due to the application of incorrect treatments. The research described in this paper targets developing a methodology to compute the extent of different deterioration patterns on a granitic cultural heritage object using as a case study an overpass bridge called Puente Nuevo in Ourense (NW Spain). The applied methodology consisted of the combination of the geometric and radiometric information collected from a non-invasive and in situ mobile LiDAR system (MLS) and micro destructive analytical techniques. Laser scanning points were used as a base to create orthophotos, being their intensity values the input for an unsupervised classification method to determine the areas occupied for those different deterioration patterns. In parallel, as part of this multi-analytical approach different conventional analytical techniques (X ray diffraction, Fourier transform infrared spectroscopy and optical microscopy) were applied to chemically and mineralogically characterize those deterioration patterns, namely, gypsum black crust, calcite encrustations and biological colonization (mosses). LiDAR technology allowed to determine three different clusters considering the reflectance of those surfaces: uncoated granite, calcite encrustations and black crusts and biological colonization patinas in a combined cluster due to their close reflectance spectra. The computed extent and the location of those deterioration patterns will allow to identify the most suitable cleaning treatment saving money and time. © 2019 Elsevier Ltd","Biological colonization; Black crust; Bridge; Calcite encrustation; Granite; Mobile LiDAR; Point cloud","Bridges; Calcite; Fourier transform infrared spectroscopy; Granite; Historic preservation; Optical radar; Reflection; Biological colonization; Black crusts; Cultural heritage objects; Mobile lidar; Mobile lidar system; Point cloud; Reflectance spectrum; Unsupervised classification; Deterioration",,,,,"Fundação para a Ciência e a Tecnologia, FCT; Ministerio de Economía y Competitividad, MINECO: IJCI-2017-32771; Fundació Catalana de Trasplantament, FCT: SFRH/BD/105622/2015","J.S. Pozo-Antonio was supported by the Ministry of Economy and Competitiveness , Government of Spain through grant number IJCI-2017-32771 . C.S.A Rocha was supported by a PhD studentship from the Portuguese Foundation for Science and Technology (FCT SFRH/BD/105622/2015).","J.S. Pozo-Antonio was supported by the Ministry of Economy and Competitiveness, Government of Spain through grant number IJCI-2017-32771. 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"Limongelli M.P., Dolce M., Spina D., Guéguen P., Langlais M., Wolinieck D., Maufroy E., Karakostas C.Z., Lekidis V.A., Morfidis K., Salonikios T., Rovithis E., Makra K., Masciotta M.G., Lourenço P.B.","6508014623;6603674721;56419590200;6603702260;37069392700;57208622765;23489380100;6602144886;35575837600;10340894800;6508230125;25959357300;6508028960;53866842200;7004615647;","S 2 HM in some European countries",2019,"Springer Tracts in Civil Engineering",,,,"303","343",,8,"10.1007/978-3-030-13976-6_13","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065310550&doi=10.1007%2f978-3-030-13976-6_13&partnerID=40&md5=117587a1efe80b730dfbb64abe516484","Politecnico di Milano, Department Architecture, Built Environment and Construction Engineering, Piazza Leonardo da Vinci 32, Milan, 20133, Italy; Department of Civil Protection, Via Vitorchiano 2, Rome, 00189, Italy; Institute of Earth Science, Université Grenoble Alpes, Université Savoie Mont Blanc, CNRS, IRD, IFSTTAR, CS40700, Grenoble Cedex 9, 38058, France; Institute of Engineering Seismology and Earthquake Engineering, Research Division of Earthquake Planning and Protection Organization (EPPO-ITSAK), Dassyliou Str., GR55535 Pylaia, Thessaloniki, Greece; Department of Civil Engineering, ISISE, University of Minho, Campus de Azurém, Guimarães, 4800-058, Portugal","Limongelli, M.P., Politecnico di Milano, Department Architecture, Built Environment and Construction Engineering, Piazza Leonardo da Vinci 32, Milan, 20133, Italy; Dolce, M., Department of Civil Protection, Via Vitorchiano 2, Rome, 00189, Italy; Spina, D., Department of Civil Protection, Via Vitorchiano 2, Rome, 00189, Italy; Guéguen, P., Institute of Earth Science, Université Grenoble Alpes, Université Savoie Mont Blanc, CNRS, IRD, IFSTTAR, CS40700, Grenoble Cedex 9, 38058, France; Langlais, M., Institute of Earth Science, Université Grenoble Alpes, Université Savoie Mont Blanc, CNRS, IRD, IFSTTAR, CS40700, Grenoble Cedex 9, 38058, France; Wolinieck, D., Institute of Earth Science, Université Grenoble Alpes, Université Savoie Mont Blanc, CNRS, IRD, IFSTTAR, CS40700, Grenoble Cedex 9, 38058, France; Maufroy, E., Institute of Earth Science, Université Grenoble Alpes, Université Savoie Mont Blanc, CNRS, IRD, IFSTTAR, CS40700, Grenoble Cedex 9, 38058, France; Karakostas, C.Z., Institute of Engineering Seismology and Earthquake Engineering, Research Division of Earthquake Planning and Protection Organization (EPPO-ITSAK), Dassyliou Str., GR55535 Pylaia, Thessaloniki, Greece; Lekidis, V.A., Institute of Engineering Seismology and Earthquake Engineering, Research Division of Earthquake Planning and Protection Organization (EPPO-ITSAK), Dassyliou Str., GR55535 Pylaia, Thessaloniki, Greece; Morfidis, K., Institute of Engineering Seismology and Earthquake Engineering, Research Division of Earthquake Planning and Protection Organization (EPPO-ITSAK), Dassyliou Str., GR55535 Pylaia, Thessaloniki, Greece; Salonikios, T., Institute of Engineering Seismology and Earthquake Engineering, Research Division of Earthquake Planning and Protection Organization (EPPO-ITSAK), Dassyliou Str., GR55535 Pylaia, Thessaloniki, Greece; Rovithis, E., Institute of Engineering Seismology and Earthquake Engineering, Research Division of Earthquake Planning and Protection Organization (EPPO-ITSAK), Dassyliou Str., GR55535 Pylaia, Thessaloniki, Greece; Makra, K., Institute of Engineering Seismology and Earthquake Engineering, Research Division of Earthquake Planning and Protection Organization (EPPO-ITSAK), Dassyliou Str., GR55535 Pylaia, Thessaloniki, Greece; Masciotta, M.G., Department of Civil Engineering, ISISE, University of Minho, Campus de Azurém, Guimarães, 4800-058, Portugal; Lourenço, P.B., Department of Civil Engineering, ISISE, University of Minho, Campus de Azurém, Guimarães, 4800-058, Portugal","This paper compiles and describes the national initiatives and projects on Seismic Structural Health Monitoring (S 2 HM) active in a number of European countries. Sensors networks and typical layouts, data processing techniques and policies adopted for the management of alerts are described for the different national programs. The different policies adopted for the access to data are also described. Applications to buildings, bridges or cultural heritage constructions are used to describe in detail the seismic SHM systems installed in Italy, France, Greece and Portugal. © Springer Nature Switzerland AG 2019.","Alerts; Condition assessment; Data processing; Seismic monitoring; Sensors networks",,,,,,"DDT65; Dipartimento della Protezione Civile, Presidenza del Consiglio dei Ministri, DPC: ANR-11-EQPX-0040, DPC-RELUIS 2017–2018; University of Thessaly","This work was partially funded by the Italian Civil Protection Department within project DPC-RELUIS 2017–2018. RESIF is a national research infrastructure managed by the RESIF Consortium, composed of 18 research institutions and universities in France. RESIF is also supported by a public grant, supervised by the French national research agency (ANR) as part of the “Investissements d’Avenir” programme (reference: ANR-11-EQPX-0040) and the French Ministry for an Ecological and Solidary Transition. RAP national building array programme was launched thanks to funding from the environment ministry, Martinique regional council, Grenoble city council and the Pyrenees regional agency for development (DDT65). During its research efforts, ITSAK have collaborated with various scientists from the Civil Engineering Dpts. of the Aristotle University, the Dpt. of Mechanical and Industrial Engineering, University of Thessaly, Volos, as well as the Municipality of Delta, Thessaloniki, the EL.PE. Oil Company and the Bridge Maintenance Dpt. of Egnatia Odos S.A. Their particular contributions are noted in the respective literature. Many thanks are also due to the Institute’s technical and IT staff, for their invaluable contribution in the instrumentation efforts and the proper maintenance of the electronic equipment.","Acknowledgements This work was partially funded by the Italian Civil Protection Department within project DPC-RELUIS 2017–2018. RESIF is a national research infrastructure managed by the RESIF Consortium, composed of 18 research institutions and universities in France. RESIF is also supported by a public grant, supervised by the French national research agency (ANR) as part of the “Investissements d’Avenir” programme (reference: ANR-11-EQPX-0040) and the French Ministry for an Ecological and Solidary Transition. RAP national building array programme was launched thanks to funding from the environment ministry, Martinique regional council, Grenoble city council and the Pyrenees regional agency for development (DDT65). During its research efforts, ITSAK have collaborated with various scientists from the Civil Engineering Dpts. of the Aristotle University, the Dpt. of Mechanical and Industrial Engineering, University of Thessaly, Volos, as well as the Municipality of Delta, Thessaloniki, the EL.PE. Oil Company and the Bridge Maintenance Dpt. of Egnatia Odos S.A. Their particular contributions are noted in the respective literature. Many thanks are also due to the Institute’s technical and IT staff, for their invaluable contribution in the instrumentation efforts and the proper maintenance of the electronic equipment.",,,,,,,,,"Dolce, M., Ponzo, F.C., Goretti, A., Moroni, C., Giordano, F., de Canio, G., Marnetto R (2008) 3D dynamic test on 2/3 scale masonry buildings retrofitted with different systems (2008) Proceeding of 14Th Word Conference on Earthquake Engineering, , Beijing, China, 12–17 Oct; Valente, C., Spina, D., Nicoletti, M., Dynamic testing and modal identification (2006) Seismic Upgrading of RC Buildings by Advanced Techniques, pp. 9-101. , Mazzolani FM (ed), Monza; Mori, F., Acunzo, G., Fiorini, N., Pagliaroli, A., Spina, D., Dolce, M., The SMAV (Seismic Model from Ambient Vibrations) methodology for the evaluation of the structural operativity of the buildings (in Italian) (2015) Proceedings of the XVI Congresso Nazionale “L’ingegneria Sismica in Italia” (ANIDIS2015), L’Aquila, Italy; Dolce, M., Nicoletti, M., de Sortis, A., Marchesini, S., Spina, D., Talanas, F., Osservatorio sismico delle strutture: The Italian structural seismic monitoring network (2017) Bull Earthq Eng, 15, pp. 621-641; Spina, D., Lamonaca, B.G., Nicoletti, M., Dolce, M., Structural monitoring by Italian department of civil protection and the case of 2009 Abruzzo seismic sequence (2011) Bull Earthq Eng, 9, pp. 325-346; Ceravolo, R., Matta, E., Quattrone, A., Zanotti Fragonara, L., Amplitude dependence of equivalent modal parameters in monitored buildings during earthquake swarms (2017) Earthq Eng Struct Dyn, 46 (14), pp. 2399-2417; Acunzo, G., Gabriele, S., Spina, D., Valente, C., MuDI: A multilevel damage identification platform (2014) Proceedings of the Twelfth International Conference on Computational Structures Technology, , paper 10.123 from CCP: 106. 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Greece (2018) Proceedings of the 16Th European Conference on Earthquake Engineering, , paper no. 11167, Thessaloniki, Greece, 18–21 June; Lekidis, V.A., Karakostas, C.Z., Talaslidis, D.G., Dynamic characteristics of the cable-stayed bridge on Evripos channel, Greece (1998) Proceedings of the 11Th European Conference on Earthquake Engineering, , CNIT, Paris, France, 6–11 Sept; Lekidis, V.A., Karakostas, C.Z., Talaslidis, D.G., Instrumentation, measurements and numerical analysis of bridges: An example of the cable-stayed bridge on Evripos channel, Greece (2001) Proceedings of the Advanced NATO Workshop on Strong Motion Instrumentation for Civil Engineering Structures, pp. 481-493. , Erdik M et al, Istanbul, Turkey. Kluwer Academic Publishers; Papadimitriou, C., Karamanos, S.A., Christodoulou, K., Pavlidou, M., Lekidis, V.A., Karakostas, C.Z., Model updating of bridges using vibration measurements (2002) Proceedings of the 12Th European Conference on Earthquake Engineering (12ECEE), , paper no. 485, London, 9–13 Sept; Lekidis, V., Tsakiri, M., Makra, K., Karakostas, C., Klimis, N., Sous, I., Evaluation of dynamic response and local soil effects of the Evripos cable-stayed bridge using multi-sensor monitoring systems (2005) Eng Geol, 79, pp. 43-59; Karakostas, C., Sextos, A., Lekidis, V., Papadopoulos, S., Investigation of the dynamic response of the Evripos cable-stayed bridge in Greece under asynchronous ground motion records (2011) Proceedings of Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN2011), , paper no. 486, Corfu, Greece, 25–28 May; Papadopoulos, S., Lekidis, V., Sextos, A., Karakostas C (2013) Assessment of EC8 procedures for the asynchronous excitation of bridges based on numerical analyses and recorded data Proceedings of Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN2013), , paper no. 1498, Kos, Greece, 12–14 June 2013; Lekidis, V., Papadopoulos, S., Karakostas, C., Sextos, A., Monitored incoherency patterns of seismic ground motion and dynamic response of a long cable-stayed bridge (2013) Postconference Book Computational Methods in Earthquake Engineering, Vol 2, Chapter 2 in Computational Methods in Applied Sciences, 30, pp. 33-48. , Papadrakakis M, Fragiadakis M, Plevris V, Vol, pp; Sextos, A., Karakostas, C., Lekidis, V., Papadopoulos, S., Multiple support seismic excitation of the Evripos bridge based on free-field and on-structure recordings (2015) Struct Infrastruct Eng, 11 (11), pp. 1510-1523. , https://doi.org/10.1080/15732479.2014.977302; Lekidis, V.A., Karakostas, C.Z., Christodoulou, K., Karamanos, S., Papadimitriou, K., Panetsos, P., Investigation of dynamic response and model updating of instrumented R/C bridges (2004) Proceedings of the 13Th World Conference on Earthquake Engineering (13WCEE), , Vancouver, 1–6 Aug; Ntotsios, E., Karakostas, C., Lekidis, V., Panetsos, P., Nikolaou, I., Papadimitriou, C., Salonikios, T., Structural identification of Egnatia Odos bridges based on ambient and earthquake induced vibrations (2009) Bull Earthq Eng, 7 (2), pp. 485-501; Karamanos, S.A., Papadimitriou, C., Christodoulou, K., Karakostas, C.Z., Lekidis, V.A., Panetsos, P., Multi-objective framework for model updating with application to a four-span concrete bridge (2004) Proceedings of 2Nd European Workshop on Structural Health Monitoring, pp. 195-202. , Boller C, Staszewski WJ, Munich, 7–9 July. DEStech Publications, pp; Pavlidou, M., Christodoulou, K., Gkaras, V., Karamanos, S.A., Papadimitriou, C., Perdikaris, P., Lekidis, V.A., Karakostas, C.Z., Model updating of bridges using vibration measurements (2002) Proceedings of the 1St European Workshop on Structural Health Monitoring (SHM2002), pp. 1107-1114. , Paris, 10–12 July; Karakostas, C., Makarios, T., Lekidis, V., Kappos, A., Evaluation of vulnerability curves for bridges—a case study (2006) Proceedings of the 1St European Conference on Earthquake Engineering and Seismology, , paper no. 1435, Geneva, 3–8 Sept; Makarios, T., Lekidis, V., Kappos, A., Karakostas, C., Mochonas, J., Development of seismic vulnerability curves for a bridge with elastomeric bearings (2007) Proceedings of Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN2007), , paper no. 1516, Rethymno, Greece, 13–16 June; Panetsos, P., Lambropoulos, S., Papadimitriou, C., Karamanos, S., Lekidis, V., Karakostas, C., Bridge health monitoring for Egnatia Odos bridge management system (2006) Proceedings of the 3Rd European Workshop on Structural Health Monitoring, , Granada, Spain, 5–7 July; Caetano, E., Cunha, A., Magalhães, F., Moutinho, C., Studies for controlling human-induced vibration of the Pedro e Inês footbridge, Portugal. Part 1: Assessment of dynamic behaviour (2010) Eng Struct, 32, pp. 1069-1081; Martins, N., Caetano, E., Diord, S., Magalhães, F., Cunha, A., Dynamic monitoring of a stadium suspension roof: Wind and temperature influence on modal parameters and structural response (2014) Eng Struct, 59, pp. 80-94; Magalhães, F., Pacheco, J., Cunha, A., Illustrating the relevance of SHM in a case study: The Foz Tua centenary railway bridge (2016) 8Th European Workshop on Structural Health Monitoring, , Bilbao, Spain, 5–8 July; Magalhães, F., Cunha, A., Caetano, E., Vibration based structural health monitoring of an arch bridge: From automated OMA to damage detection (2012) Mech Syst Signal Process, 28, pp. 212-228; Ramos, L.F., Marques, L., Lourenço, P.B., de Roeck, G., Campos-Costa, A., Roque, J., Monitoring historical masonry structures with operational modal analysis: Two case studies (2010) Mech Syst Signal Process, 24 (5), pp. 1291-1305; Masciotta, M., Roque, J.C.A., Ramos, L.F., Lourenço, P.B., A multidisciplinary approach to assess the health state of heritage structures: The case study of the Church of Monastery of Jerónimos in Lisbon (2016) Constr Build Mater, 116, pp. 169-187; Masciotta, M., Ramos, L.F., Lourenço, P.B., The importance of structural monitoring as a diagnosis and control tool in the restoration process of heritage structures: A case study in Portugal (2017) J Cult Herit, 27, pp. 36-47; Pereira, S., Magalhães, F., Gomes, J., Cunha, A., Lemos, J.V., Installation and results from the first 6 months of operation of the dynamic monitoring system of Baixo Sabor arch dam (2017) Procedia Eng, 199, pp. 2166-2171; Mesquita, E., Arêde, A., Pinto, N., Antunes, P., Varum, H., Long-term monitoring of a damaged historic structure using a wireless sensor network (2018) Eng Struct, 161, pp. 108-117; Iacovino, C., Ditommaso, R., Ponzo, F.C., Limongelli, M.P., Preliminary analysis of the dynamic behaviour of several structures subjected to the 2016 Central Italy earthquake (2019) Submitted to SEMC 2019, , Cape Town, Sept 2019; Lourenço, P.B., Krakowiak, K.J., Fernandes, F.M., Ramos, L.F., Failure analysis of Monastery of Jerónimos, Lisbon: How to learn from sophisticated numerical models (2007) Eng Fail Anal, 14, pp. 280-300; Oliveira, D.V., Ramos, L.F., Lourenço, P.B., Roque, J.C.A., Structural monitoring of the Monastery of Jerónimos (2005) International Conference on the 250Th Anniversary of the 1755 Lisbon Earthquake, pp. 466-473. , Lisbon, pp; Peeters, B., de Roeck, G., Reference-based stochastic subspace identification for output-only modal analysis (1999) Mech Syst Signal Process, 13 (6), pp. 855-878; Paquette, J., Bruneau, M., Pseudo-dynamic testing of unreinforced masonry building with flexible diaphragm and comparison with existing procedures (2006) Constr Build Mater, 20 (4), pp. 220-228","Limongelli, M.P.; Politecnico di Milano, Piazza Leonardo da Vinci 32, Italy; email: mariagiuseppina.limongelli@polimi.it",,,"Springer",,,,,2366259X,,,,"English","Springer Tracts Civ. Eng.",Book Chapter,"Final","All Open Access, Green",Scopus,2-s2.0-85065310550
"Pulatsu B., Erdogmus E., Lourenço P.B.","57191967589;15728999700;7004615647;","Simulation of Masonry Arch Bridges Using 3D Discrete Element Modeling",2019,"RILEM Bookseries","18",,,"871","880",,8,"10.1007/978-3-319-99441-3_94","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052323639&doi=10.1007%2f978-3-319-99441-3_94&partnerID=40&md5=dd699f9eb90356e6fe312a0d6dea284e","Department of Architectural Engineering, University of Nebraska-Lincoln, Lincoln, NE, United States; ISISE, Department of Civil Engineering, University of Minho, Guimaraes, Portugal","Pulatsu, B., Department of Architectural Engineering, University of Nebraska-Lincoln, Lincoln, NE, United States; Erdogmus, E., Department of Architectural Engineering, University of Nebraska-Lincoln, Lincoln, NE, United States; Lourenço, P.B., ISISE, Department of Civil Engineering, University of Minho, Guimaraes, Portugal","The analysis of masonry arch bridges is still a challenge for engineers due to its complex and nonlinear behavior. In practice, structural behavior of masonry arch bridges is studied by following relatively simple methods, e.g. limit analysis, which does not require a significant number of parameters. Two-dimensional nonlinear finite element models are also common in the literature; however, these do not reflect the full structural response, since they neglect the out-of-plane actions. These models neglect spandrel walls, 3D point load effect and skew arches, among other effects. The objective of this study is to present a methodology that can simulate three-dimensional masonry arch bridge behavior comprehensively and can include various possible failure mechanisms. Discrete element method (DEM), which is a discontinuum approach, is used to understand the influence of essential structural components, such as the arch barrel, spandrel wall and back-fill material on several masonry arch structures. The masonry units are modeled using discrete blocks and back-fill material is generated as a continuum mesh, based on the plasticity theory. Load carrying capacity and related collapse mechanisms are investigated through a set of parametric studies on the mechanical properties of back-fill material. Out-of-plane spandrel wall failures were further explored by taking advantage of a discontinuous approach. The results indicated that soil characteristics (elastic modulus, internal friction angle and cohesion) have remarkable influence on the behavior and load carrying capacity of the masonry arch bridges. Further, the analyses are also validated with previously published experimental work as well as an existing historical bridge. © 2019, RILEM.","Backfill-masonry interaction; DEM; Discontinuum analysis; Discrete element modeling; Masonry arch bridge",,,,,,,,,,,,,,,,,"Melbourne, C., Tomor, A.K., Wang, J., Cyclic load capacity and endurance limit of multiring masonry arches (2004) ARCH 2004 International Conference on Arch Bridges. CIMNE, Barcelona, pp. 375-384. , Roca P, Onate E; Sarhosis, V., de Santis, S., de Felice, G., A review of experimental investigations and assessment methods for masonry arch bridges (2016) Struct Infrastruct E, 12, pp. 1439-1464. , https://doi.org/10.1080/15732479.2015.1136655; Lemos, J.V., Discrete element modeling of masonry structures (2007) Int J Archit Herit, 1, pp. 190-213. , https://doi.org/10.1080/15583050601176868; Pulatsu, B., Bretas, E.M., Lourenço, P.B., Discrete element modeling of masonry structures: Validation and application (2016) Earthq Struct, 11, pp. 563-582. , https://doi.org/10.12989/eas.2016.11.4.563; Cundall, P., Hart, R.D., Numerical modelling of discontinua (1992) Eng Comput, 9, pp. 101-113; Marti, J., Cundall, P., Mixed discretization procedure for accurate modelling of plastic collapse (1982) Int J Numer Anal Methods Geomech, 6, pp. 129-139; (2004) 3DEC – Universal Distinct Element Code Manual. Theory and Background. Itasca Consulting Group, , Minneapolis; Melbourne, C., Gilbert, M., The behavior of multiring brickwork arch bridges (1995) Struct Eng, 73, pp. 39-47; Milani, G., Lourenço, P.B., 3D non-linear behavior of masonry bridges (2012) Comput Struct, 110, pp. 133-150. , https://doi.org/10.1016/j.compstruc.2012.07.008; Kaminski, T., Tests to collapse of masonry arch bridges simulated by means of FEM (2010) IABMAS 2010-International Conference of Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost, pp. 1420-1427. , Frangopol DM, Sause R; Toth, A.R., Orban, Z., Katalin, B., Discrete element analysis of stone masonry arch (2009) Mech Res Commun, 36, pp. 469-480. , https://doi.org/10.1016/j.mechrescom.2009.01.001; Lourenço, P.B., Oliveira, D.V., Strengthening of masonry bridges (2006) Proceedings of the First International Conference on Advances in Bridge Engineering, , In: Kumar A, Brown CJ, Wrobel LC (eds); Lourenço, P.B., Martins, J.P., (2001) Survey of Old Bridges over Rivers Ave and Vizela, , In: Abdunur C (ed) Arch 2001, Presses Ponts et Chaussees; Costa, C., Arede, A., Costa, A., Mechanical characterization of the constituent materials of stone arch bridges (2014) 9Th International Masonry Conference; Erdogmus, E., Boothby, T., Strength of spandrel walls in masonry arch bridges (2004) Transp Res Rec, 1892, pp. 47-55. , https://doi.org/10.3141/1892-06","Pulatsu, B.; Department of Architectural Engineering, United States; email: bpulatsu2@unl.edu",,,"Springer Netherlands",,,,,22110844,,,,"English","RILEM Bookseries",Book Chapter,"Final","All Open Access, Green",Scopus,2-s2.0-85052323639
"Dai L., Wang L., Deng M., Wu B., Floyd R.W., Zhang J.","57077599000;57070577400;57199504774;57203590134;37016294600;55969154400;","Strengthening a 20-Year-Old Post-Tensioned Concrete Box Beam with Double-Layer Prestressed Steel Wire Ropes",2018,"Journal of Bridge Engineering","23","11","05018009","","",,8,"10.1061/(ASCE)BE.1943-5592.0001301","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052372026&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001301&partnerID=40&md5=cafdbeddafe7e8f34271be7e2b4f8df4","School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, No. 960 Wanjiali Rd., Changsha, Hunan, 410114, China; LEM3 UMR CNRS 7239, Univ. de Lorraine, Ile du Saulcy, Metz Cedex 01, 57045, France; Tianjin Transportation Research Institute, No. 25 Dongli Rd., Tianjin, 300074, China; School of Civil Engineering and Environmental Science, Uiv. of Oklahoma, 202 W. Boyd St., Norman, OK  73019, United States","Dai, L., School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, No. 960 Wanjiali Rd., Changsha, Hunan, 410114, China, LEM3 UMR CNRS 7239, Univ. de Lorraine, Ile du Saulcy, Metz Cedex 01, 57045, France; Wang, L., School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, No. 960 Wanjiali Rd., Changsha, Hunan, 410114, China; Deng, M., Tianjin Transportation Research Institute, No. 25 Dongli Rd., Tianjin, 300074, China; Wu, B., School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, No. 960 Wanjiali Rd., Changsha, Hunan, 410114, China; Floyd, R.W., School of Civil Engineering and Environmental Science, Uiv. of Oklahoma, 202 W. Boyd St., Norman, OK  73019, United States; Zhang, J., School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, No. 960 Wanjiali Rd., Changsha, Hunan, 410114, China","Overloading, corrosion, and material aging deteriorate the structural performance of prestressed concrete (PC) bridges. Strengthening techniques are needed to improve the serviceability and extend the life of these deteriorating bridges. This study examined a strengthening technique with double-layer prestressed steel wire ropes (PSWRs) to enhance the serviceability of an existing post-tensioned concrete box beam for the first time. The tested box beam was removed from a demolished 20-year-old bridge. The service-level behavior of the beam, before and after strengthening, was evaluated using four-point flexural loading. The enhancement effects of the double-layer PSWR on the service-level behavior of the beam are discussed, including details on deflection, crack width, and reinforcing steel stress. Results show that PSWR strengthening is a feasible method for improving the serviceability of post-tensioned concrete box beams. The restraining effect of PSWR on crack development is more significant than the effect on deflection and reinforcing steel stress. Crack width, deflection, and reinforcing steel stress under the code-specified service load decreased by 50, 23, and 21%, respectively, after strengthening. © 2018 American Society of Civil Engineers.","Bridge engineering; Post-tensioned concrete box beam; Prestressed steel wire ropes; Serviceability; Strengthening","Aging of materials; Bridges; Concrete beams and girders; Corrosion; Prestressed concrete; Reinforcement; Wire rope; Bridge engineering; Enhancement effects; Post-tensioned concrete; Pre-stressed steel; Reinforcing steels; Serviceability; Strengthening technique; Structural performance; Strengthening (metal)",,,,,"National Natural Science Foundation of China, NSFC: 51678069, 51708477; Major State Basic Research Development Program of China: 2015CB057705","The work reported here was conducted with financial support from the National Natural Science Foundation of China (Grants 51678069 and 51708477) and the State Key Development Program for Basic Research of China (Grant 2015CB057705). The financial contributions of these institutions are gratefully acknowledged.",,,,,,,,,,"(2012) AASHTO-LRFD Bridge Design Specifications, , AASHTO. 6th ed. Washington, DC: AASHTO; Aslam, M., Jumaat, Z.M.S.P., Shah, S.N.R., Strengthening of RC beams using prestressed fiber reinforced polymers-A review (2015) Constr. Build. Mater., 82 (MAY), pp. 235-256. , https://doi.org/10.1016/j.conbuildmat.2015.02.051; (2011) Model Code 2010: Final Draft., , CEB-FIP (Comité Euro-International du Béton-Fédération International de la Précontrainte). Lausanne, Switzerland: International Federation for Structural Code; El-Hacha, R., Soudki, K., Near-surface mounted fibre reinforced polymer reinforcement for concrete structures- A review (2013) Can. J. Civ. Eng., 40 (11), pp. 1127-1139. , https://doi.org/10.1139/cjce-2013-0063; Fu, Y.F., Wong, Y.L., Poon, C.S., Tang, C.A., Numerical tests of thermal cracking induced by temperature gradient in cement-based composites under thermal loads (2007) Cem. Concr. Compos., 29 (2), pp. 103-116. , https://doi.org/10.1016/j.cemconcomp.2006.09.002; Ghallab, A., Beeby, A.W., Factors affecting the external prestressing stress in externally strengthened prestressed concrete beams (2005) Cem. Concr. Compos., 27 (910), pp. 945-957. , https://doi.org/10.1016/j.cemconcomp.2005.05.003; Gong, X., Agrawal, A., Safety of cable-supported bridges during fire hazards (2016) J. Bridge Eng., 21 (4), p. 04015082. , https://doi.org/10.1061/(ASCE)BE.1943-5592.0000870; Han, W., Cai, C.W.J., Chen, S., Characteristics and dynamic impact of overloaded extra heavy trucks on typical highway bridges (2015) J. Bridge Eng., 20 (2), p. 05014011. , https://doi.org/10.1061/(ASCE)BE.1943-5592.0000666; Kim, S.Y., Byun, Y.H.H.Y.K., Ashour, A.F., Tests of reinforced concrete beams strengthened with wire rope units (2007) Eng. Struct., 29 (10), pp. 2711-2722. , https://doi.org/10.1016/j.engstruct.2006.12.013; Kottari, A.K., Shing, P.B., Estimation of long-term prestress losses in post-tensioned girders (2014) ACI Struct. J., 111 (5), pp. 1091-1100. , https://doi.org/10.14359/51686921; Li, F., Wang, K.L.X., Ji, Y., Pitting damage characteristics on prestressing steel strands by combined action of fatigue load and chloride corrosion (2017) J. Bridge Eng., 22 (7), p. 04017023. , https://doi.org/10.1061/(ASCE)BE.1943-5592.0001057; Maalej, M., Bian, Y., Interfacial shear stress concentration in FRP-strengthened beams (2001) Compos. Struct., 54 (4), pp. 417-426. , https://doi.org/10.1016/S0263-8223(01)00078-2; Martí-Vargas, J.R., García-Taengua, E.M.H.W., Serna, P., Slip distribution model along the anchorage length of prestressing strands (2014) Eng. Struct., 59 (FEB), pp. 674-685. , https://doi.org/10.1016/j.engstruct.2013.11.032; (1985) Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts, , MCPRC (Ministry of Communications of the People's Republic of China). JTJ 023-85. [In Chinese.] Beijing: China Communications Press; (2012) Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts, , MCPRC (Ministry of Communications of the People's Republic of China). JTG D62-2012. [In Chinese.] Beijing: China Communications Press; (2014) Technical Specification for Strengthening Concrete Structures with Prestressed High Strength Steel Wire Ropes, , MHUDPRC (Ministry of Housing and Urban-Rural Development of the People's Republic of China). JGJ/T 325-2014. [In Chinese.] Beijing: China Architecture & Building Press; Obaydullah, M., Jumaat, M.Z., Alengaram, U.J., Darain, K.M.U., Huda, M.N., Hosen, M.A., Prestressing of NSM steel strands to enhance the structural performance of prestressed concrete beams (2016) Constr. Build. Mater., 129 (DEC), pp. 289-301. , https://doi.org/10.1016/j.conbuildmat.2016.10.077; Proverbio, E., Ricciardi, G., Failure of a 40 years old post-tensioned bridge near seaside (2000) Proc. Conf. Eurocorr 2000, , London: Institute of Materials, Minerals, and Mining; Rezazadeh, M., Costa, I., Barros, J., Influence of prestress level on NSM CFRP laminates for the flexural strengthening of RC beams (2014) Compos. Struct., 116, pp. 489-500. , https://doi.org/10.1016/j.compstruct.2014.05.043, SEP-OCT; Shi, X., Zhou, Z., Ruan, X., Failure analysis of a girder bridge collapse under eccentric heavy vehicles (2016) J. Bridge Eng., 21 (12), p. 05016009. , https://doi.org/10.1061/(ASCE)BE.1943-5592.0000964; Torres-Acosta, A.A., Navarro-Gutierrez, S., Terán-Guillén, J., Residual flexure capacity of corroded reinforced concrete beams (2007) Eng. Struct., 29 (6), pp. 1145-1152. , https://doi.org/10.1016/j.engstruct.2006.07.018; Woodward, R., Williams, F., Collapse of the Ynys-Y-Gwas Bridge, West Glamorgan (1988) Proc. Inst. Civ. Eng., 84 (4), pp. 635-669. , https://doi.org/10.1680/iicep.1988.179; Wu, G., Tian Jiang, Y.J.W.Z., Zhang, M., Experimental study of RC beams strengthened with distributed prestressed high-strength steel wire rope (2010) Mag. Concr. Res., 62 (4), pp. 253-265. , https://doi.org/10.1680/macr.2010.62.4.253; Wu, G., Jiang Wei, J.Y.W.Z., Cui, Y., Flexural strengthening of RC beams using distributed prestressed high strength steel wire rope: Theoretical analysis (2014) Struct. Infrastruct. Eng., 10 (2), pp. 160-174. , https://doi.org/10.1080/15732479.2012.715174; Yang, K.H., Byun, H.Y., Ashour, A.F., Shear strengthening of continuous reinforced concrete T-beams using wire rope units (2009) Eng. Struct., 31 (5), pp. 1154-1165. , https://doi.org/10.1016/j.engstruct.2009.01.003; Yang, K.H., Sim, I.J.B.J.D., Kang, J.H., In-plane seismic performance of unreinforced masonry walls strengthened with unbonded prestressed wire rope units (2012) Eng. Struct., 45 (DEC), pp. 449-459. , https://doi.org/10.1016/j.engstruct.2012.06.017; Zhang, W., Liu, X., Gu, X., Fatigue behavior of corroded prestressed concrete beams (2016) Constr. Build. Mater., 106 (MAR), pp. 198-208. , https://doi.org/10.1016/j.conbuildmat.2015.12.119; Zhang, W., Yuan, H., Corrosion fatigue effects on life estimation of deteriorated bridges under vehicle impacts (2014) Eng. Struct., 71 (JUL), pp. 128-136. , https://doi.org/10.1016/j.engstruct.2014.04.004","Wang, L.; School of Civil Engineering and Architecture, No. 960 Wanjiali Rd., China; email: Leiwang@csust.edu.cn",,,"American Society of Civil Engineers (ASCE)",,,,,10840702,,JBENF,,"English","J Bridge Eng",Article,"Final","",Scopus,2-s2.0-85052372026
"Boldini D., Guido G.L., Margottini C., Spizzichino D.","24484481600;57195513100;6507118987;27968067400;","Stability Analysis of a Large-Volume Block in the Historical Rock-Cut City of Vardzia (Georgia)",2018,"Rock Mechanics and Rock Engineering","51","1",,"341","349",,8,"10.1007/s00603-017-1299-7","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028539652&doi=10.1007%2fs00603-017-1299-7&partnerID=40&md5=e15926bd0bef49ffddfe9651d62cc869","Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, Bologna, Italy; ISPRA, Geological Survey of Italy, Rome, Italy","Boldini, D., Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, Bologna, Italy; Guido, G.L., Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, Bologna, Italy; Margottini, C., ISPRA, Geological Survey of Italy, Rome, Italy; Spizzichino, D., ISPRA, Geological Survey of Italy, Rome, Italy",[No abstract available],"Cultural heritage; In situ tests; Laboratory tests; Rock bridges; Rock-cut city of Vardzia; Stability analysis",,,,,,,"The site has been affected by frequent instability phenomena along the entire volcanic cliff (Margottini et al. 2016) that, because of their rapid evolution, are deemed dangerous to the visitors that daily crowd the site to discover its beauties. In consideration of this high risk, the National Agency for Cultural Heritage Preservation of Georgia (NACHPG) promoted, with the support of Istituto Superiore per la Protezione e la Ricerca Ambientale (ISPRA), Geological survey of Italy, an assessment of the landslide hazard for the entire area.",,,,,,,,,,"Castellanza, R., (2016) Personal communication; Design of structures for earthquake resistance—foundations (2003) Eurocode retaining structures and geotechnical aspects; Frayssines, M., Hantz, D., Modelling and back-analysing failures in steep limestone cliffs (2009) Int J Rock Mech Min Sci, 46, pp. 1115-1123; Gillespie, M.R., Styles, M.T., BGS ROCK classification scheme volume 1 classification of igneous rocks (1999) British Geological Survey Research Reports (2nd edn) RR 99-06; Hoek, E., Carranza-Torres, C., Corkum, B., Hoek-Brown failure criterion—2002 Edition (2002) 5th North American rock mechanics symposium and 17th tunneling association of Canada Conference, pp. 267-271. , In:, NARMS-TAC, Toronto; International society for rock mechanics commission on standardization of laboratory and field tests: suggested methods for the quantitative description of discontinuities in rock masses. International society for rock mechanics (1978) Int J Rock Mech Min Sci Geomech Abstr, 15 (6), pp. 319-368; Jennings, J.E., A mathematical theory for the calculation of the stability of open cast mines (1971) Proceedings of symposium on the theoretical background to the planning of open pit mines, pp. 87-102. , In:, Johannesburg; Londe, P., Analysis of the stability of rock slopes (1973) Quart J Eng Geol, 6, pp. 93-127; Malservisi, A., (2017) Caratterizzazione meccanica e modellazione agli Elementi Finiti della parete rocciosa di Vardzia, , Master thesis in Environmental Engineering, University of Bologna; Margottini, C., Spizzichino, D., How geology shapes human settlements (2014) Reconnecting the city. The historic urban landscape approach and the future of urban heritage, , Bandarin F, Oers R, (eds), Wiley, Chichester; Margottini, C., Antidze, N., Corominas, J., Crosta, G.B., Frattini, P., Gigli, G., Giordan, D., Vacheishvili, N., Landslide hazard, monitoring and conservation strategy for the safeguard of Vardzia Byzantine monastery complex, Georgia (2015) Landslides, 12, pp. 193-204; Spizzichino, M.C., Frattini, C.G.B., Scarascia Mugnozza, M.P., Beninati, L., Rock fall instabilities and safety of visitors in the historic rock cut monastery of Vardzia (Georgia). Volcanic rocks and soils (2016) Rotonda et al. (eds) Taylor & Francis Group, pp. 372-378; Panet, M., Reinforcement of rock foundations and slopes by passive and active anchor (1987) 6th ISRM congress, pp. 1411-1420. , In:, Montreal; (2015) Plaxis 2D,Reference manual, , http://www.plaxis.com; Spizzichino, D., Margottini, C., Chiessi, V., Boldini, D., (2016) Assessment of the stability conditions of a large-volume sandstone block in the northern sector of the Siq of Petra. In 12th international symposium on landslides: landslides and engineered slopes. experience, theory and practice, Naples, pp 1851–1858; van Westen, C.J., (2012) Atlas of natural hazards and risks in Georgia","Boldini, D.; Department of Civil, Italy; email: daniela.boldini@unibo.it",,,"Springer-Verlag Wien",,,,,07232632,,RMRED,,"English","Rock Mech Rock Eng",Article,"Final","",Scopus,2-s2.0-85028539652
"Kia M., Banazadeh M.","54986852000;36917867000;","Probabilistic seismic hazard analysis using reliability methods",2017,"Scientia Iranica","24","3",,"933","941",,8,"10.24200/sci.2017.4077","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029111082&doi=10.24200%2fsci.2017.4077&partnerID=40&md5=e26aca54ae8cc8701f1c24ef78651b12","Department of Civil and Environmental Engineering, Amirkabir University of Technology, P.O. Box 15875-4413, Tehran, Iran","Kia, M., Department of Civil and Environmental Engineering, Amirkabir University of Technology, P.O. Box 15875-4413, Tehran, Iran; Banazadeh, M., Department of Civil and Environmental Engineering, Amirkabir University of Technology, P.O. Box 15875-4413, Tehran, Iran","By considering uncertainties in the input parameters (e.g., magnitude, location, wave path, etc.), the Probabilistic Seismic Hazard Analysis (PSHA) aims to compute annual rate of various exceeding ground motions at a site or a map of sites of all anticipated given earthquakes. Uncertainties may be originated due to inherent randomness of the phenomena or variability in the mean values of different models parameters, mainly due to use of finite-sample size of observations. The first, in literature reviews, is commonly named aleatory uncertainty; the second is known as epistemic uncertainty. The total probability numerical integration, generally employed to calculate PSHA, only considers aleatory uncertainties, and variability in the models' parameters is neglected to simplify calculation. In this paper, as an alternative to the total probability numerical integration, matured and standard reliability methods tailored to effortlessly consider both types of uncertainties are put forward to compute site-specific PSHA. Then, as an application study, the peak ground acceleration hazard curve for the site, at which a historical bridge is located, is developed and compared with those obtained from the total probability numerical integration. © 2017 Sharif University of Technology. All rights reserved.","Epistemic and aleatory uncertainties; Limit-state function; Probabilistic model; Probabilistic seismic hazard analysis; Reliability methods","Earthquakes; Hazards; Integration; Numerical methods; Reliability analysis; Sampling; Seismic response; Aleatory uncertainty; Limit state functions; Probabilistic modeling; Probabilistic seismic hazard analysis; Reliability methods; Uncertainty analysis; analytical method; earthquake; ground motion; hazard assessment; literature review; numerical method; numerical model; parameterization; peak acceleration; probability; reliability analysis; seismic hazard; uncertainty analysis",,,,,,,,,,,,,,,,"Cornell, C.A., Engineering seismic risk analysis (1968) Bulletin of the Seismological Society of America, 58 (5), pp. 1583-1606; Wen, Y., Probabilistic aspects of earthquake engineering (2004) Earthquake Engineering from Engineering Seismology to Performance-Based Engineering, , Ed. by Bozorgnia, Y. and V.V. Bertero, CRS Press LLC; Ditlevsen, O., Madsen, H.O., (1996) Structural Reliability Methods, , Wiley New York; Melchers, R.E., (1999) Structural Reliability Analysis and Prediction, , John Wiley & Sin Ltd; Haldar, A., Mahadevan, S., (2000) Probability, Reliability, and Statistical Methods in Engineering Design, , John Wiley & Sons; Du, X., ME/AE probabilistic engineering design (2016) Class Notes, , http://web.mst.edu/due/repository, Engineering Uncertainty Repository, unpublished; Haukaas, T., Unified reliability and design optimization for earthquake engineering (2008) Probabilistic Engineering Mechanics, 23 (4), pp. 471-481; Du, X., Unified uncertainty analysis by the first order reliability method (2008) Journal of Mechanical Design, 130 (9), pp. 091401-091410; Bohl, A., (2009) Comparison of Performance Based Engineering Approaches, , A Thesis Submitted in Partial Fulfillment of the Requirements for the Degree of Master of Applied Science, the University of British Columbia; Kiureghian, A.D., Ditlevsen, O., Aleatory or epistemic? Does it matter? (2009) Structural Safety, 31 (2), pp. 105-112; Koduru, S., Haukaas, T., Probabilistic seismic loss assessment of a Vancouver high-rise building (2009) Journal of Structural Engineering, 136 (3), pp. 235-245; Xiao, N.-C., Huang, H.-Z., Wang, Z., Pang, Y., He, L., Reliability sensitivity analysis for structural systems in interval probability form (2011) Structural and Multidisciplinary Optimization, 44 (5), pp. 691-705; Mahsuli, M., Haukaas, T., Seismic risk analysis with reliability methods. Part II: Analysis (2013) Structural Safety, 42, pp. 63-74; Breitung, K., Asymptotic approximations for multinormal integrals (1984) Journal of Engineering Mechanics, 110 (3), pp. 357-366; Zare, M., Ghafory-Ashtiany, M., Bard, P.Y., Attenuation law for the strong motions in Iran (1999) Proceedings of the Third International Conference on Seismology and Earthquake Engineering, 1, pp. 345-354; Kijko, A., Sellevoll, M.A., Estimation of earthquake hazard parameters from incomplete data files. Part II. Incorporation of magnitude heterogeneity (1992) Bulletin of the Seismological Society of America, 82 (1), pp. 120-134; Kijko, A., Estimation of the maximum earthquake magnitude, m max (2004) Pure and Applied Geophysics, 161 (8), pp. 1655-1681; Maggi, A., Priestley, K., Jackson, J., Focal depths of moderate and large size earthquakes in Iran (2002) Journal of Seismology and Earthquake Engineering, 4 (2-3), pp. 1-10; Maggi, A., Jackson, J., Priestley, K., Baker, C., A re-assessment of focal depth distributions in southern Iran, the Tien Shan and northern India: Do earthquakes really occur in the continental mantle? (2000) Geophysical Journal International, 143 (3), pp. 629-661","Banazadeh, M.; Department of Civil and Environmental Engineering, P.O. Box 15875-4413, Iran; email: mbanazadeh@aut.ac.ir",,,"Sharif University of Technology",,,,,10263098,,,,"English","Sci. Iran.",Article,"Final","All Open Access, Bronze",Scopus,2-s2.0-85029111082
"Correia J.A.F.O., De Jesus A.M.P., Calçada R., Pedrosa B., Rebelo C., Da Silva L.S., Lesiuk G.","35168869200;57195754611;7801603531;57194159144;35574870000;57211406910;33767847900;","Statistical analysis of fatigue crack propagation data of materials from ancient portuguese metallic bridges",2017,"Frattura ed Integrita Strutturale","11","42",,"136","146",,8,"10.3221/IGF-ESIS.42.15","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030771001&doi=10.3221%2fIGF-ESIS.42.15&partnerID=40&md5=fe34bf0d77d8dfb9111ec79085483286","Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; ISISE, Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal; Faculty of Mechanical Engineering, Department of Mechanics, Material Science and Engineering, Wrocław University of Science and Technology, Smoluchowskiego 25, Wrocław, 50-370, Poland","Correia, J.A.F.O., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; De Jesus, A.M.P., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Calçada, R., Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Pedrosa, B., ISISE, Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal; Rebelo, C., ISISE, Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal; Da Silva, L.S., ISISE, Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal; Lesiuk, G., Faculty of Mechanical Engineering, Department of Mechanics, Material Science and Engineering, Wrocław University of Science and Technology, Smoluchowskiego 25, Wrocław, 50-370, Poland","In Portugal there is a number of old metallic riveted railway and highway bridges that were erected by the end of the 19th century and beginning of the 20th century, and are still in operation, requiring inspections and remediation measures to overcome fatigue damage. Residual fatigue life predictions should be based on actual fatigue data from bridge materials which is scarce due to the material specificities. Fatigue crack propagation data of materials from representative Portuguese riveted bridges, namely the Pinhão and Luiz I road bridges, the Viana road/railway bridge, the Fão road bridge and the Trezói railway bridge were considered in this study. The fatigue crack growth rates were correlated using the Paris’s law. Also, a statistical analysis of the pure mode I fatigue crack growth (FCG) data available for the materials from the ancient riveted metallic bridges is presented. Based on this analysis, design FCG curves are proposed and compared with BS7910 standard proposal, for the Paris region, which is one important fatigue regime concerning the application of the Fracture Mechanics approaches, to predict the remnant fatigue life of structural details. © 2017, Gruppo Italiano Frattura. All rights reserved.","Ancient bridges; BS7910; Fatigue crack growth; Fracture mechanics; Old steels; Statistical analysis","Cracks; Data flow analysis; Fatigue crack propagation; Fracture mechanics; Highway bridges; Railroads; Roads and streets; Statistical methods; Bridge materials; BS7910; Fracture mechanics approach; Metallic bridge; Railway bridges; Remediation measures; Residual fatigue lives; Structural details; Fatigue of materials",,,,,"RFSR-CT-2015-00025; Fundação para a Ciência e a Tecnologia, FCT: SFRH/BPD/107825/2015; Research Fund for Coal and Steel, RFCS","he authors of this paper thank the SciTech-Science and Technology for Competitive and Sustainable Industries, R&D project NORTE-01-0145-FEDER-000022 co-financed by Programme Operational Regional do Norte T (""NORTE2020"") through Fundo Europe de Desenvolvimento Regional (FEDER) and the Portuguese Science","Foundation (FCT) through the post-doctoral grant SFRH/BPD/107825/2015 the for their collaboration, financial and technical support during these research works. The authors gratefully also acknowledge to the Institute for Sustainability and Innovation in Structural Engineering (ISISE) by financial support through of the European project which is named of ProLife - Prolonging Life Time of Old Steel and Steel-Concrete Bridges (RFSR-CT-2015-00025) by Research Fund for Coal and Steel (RFCS).",,,,,,,,,"Correia, J.A.F.O., Jesus, A.M.P., Figueiredo, M.A.V., Ribeiro, A.S., Fernandes, A.A., Variability analysis of fatigue crack growth rates of materials from ancient Portuguese steel bridges (2008) Proceedings of the 4Th International Conference on Bridge Maintenance, Safety and Management, pp. 290-291; Gallegos Mayorga, L., Sire, S., Correia, J.A.F.O., De Jesus, A.M.P., Rebelo, C., Fernández-Canteli, A., Ragueneau, M., Plu, B., Statistical evaluation of fatigue strength of double shear riveted connections and crack growth rates of materials from old bridges Engineering Fracture Mechanics, , (in press); (2005) Guidance on Methods for Assessing the Acceptability of Flaws in Metallic Structures, BSI; De Jesus, A.M.P., Da Silva, A.L.L., Correia, J.A.F.O., Fatigue of riveted and bolted joints made of puddle iron— A numerical approach (2014) Journal of Constructional Steel Research, 102, pp. 164-177; De Jesus, A.M.P., Silva, A.L.L., Figueiredo, M.V., Correia, J.A.F.O., Ribeiro, A.S., Fernandes, A.A., Strain-life and crack propagation fatigue data from several Portuguese old metallic riveted bridges (2010) Engineering Failure Analysis, 17, pp. 1495-1499; Correia, J.A.F.O., De Jesus, A.M.P., Fernández-Canteli, A., A procedure to derive probabilistic fatigue crack propagation data (2012) International Journal of Structural Integrity, 3 (2), pp. 158-183; Sampayo, L.M.C.M.V., Monteiro, P.M.F., Correia, J.A.F.O., Xavier, J.M.C., De Jesus, A.M.P., Fernandez-Canteli, A., Calçada, R.A.B., Probabilistic S-N Field Assessment for a Notched Plate Made of Puddle Iron from the Eiffel Bridge with an Elliptical Hole (2015) Procedia Engineering, 114, pp. 691-698; Lesiuk, G., Szata, M., Bocian, M., The mechanical properties and the microstructural degradation effect in an old low carbon steels after 100-years operating time (2015) Archives of Civil and Mechanical Engineering, 15 (4), pp. 786-797; Kucharski, P., Lesiuk, G., Szata, M., Skibicki, D., Description of fatigue crack growth in steel structural components using energy approach-Influence of the microstructure on the FCGR (2016) AIP Conference Proceedings, 1780 (1); Correia, J.A.F.O., De Jesus, A.M.P., Fernández-Canteli, A., Local unified probabilistic model for fatigue crack initiation and propagation: Application to a notched geometry (2013) Engineering Structures, 52, pp. 394-407; Correia, J.A.F.O., De Jesus, A.M.P., Fernández-Canteli, A., Calçada, R.A.B., Modelling probabilistic fatigue crack propagation rates for a mild structural steel (2015) Frattura Ed Integrita Strutturale, 31, pp. 80-96; Bogdanov, S., Mikheevskiy, S., Glinka, G., Probabilistic Analysis of the Fatigue Crack Growth Based on the Application of the Monte-Carlo Method to Unigrow Model (2014) Materials Performance and Characterization, 3 (3), pp. 214-231; De Jesus, A.M.P., Figueiredo, M.A.V., Ribeiro, A.S., De Castro, P.M.S.T., Fernandes, A.A., Residual Lifetime Assessment of an Ancient Riveted Steel Road Bridge (2011) Strain: An International Journal for Experimental Mechanics, 47 (1), pp. 402-415; Schijve, J., (2004) Fatigue of Structures and Materials, , Kluwer Academic Publishers, New York; Paris, P., Erdogan, F., A critical analysis of crack propagation laws, Trans (1963) ASME, Series D, 85, pp. 523-535; (1998) JSSG-2006, , United States of America: Department of Defense; Gallagher, J.P., Berens, A.P., Engle, R.M., Jr., (1984) USAF Damage Tolerant Design Handbook: Guidelines for the Analysis and Design of Damage Tolerant Aircraft Structures, Final Report; Merati, A., Eastaugh, G., Determination of fatigue related discontinuity state of 7000 series of aerospace aluminum alloys (2007) Eng Failure Anal, 14 (4), pp. 673-685; Hafezi, M.H., Abdullah, N.N., Correia, J.A.F.O., De Jesus, A.M.P., An assessment of a strain-life approach for fatigue crack growth (2012) Int. J. Struct. Integrity, 3 (4), pp. 344-376; Correia, J.A.F.O., Blasón, S., De Jesus, A.M.P., Canteli, A.F., Moreira, P.M.G.P., Tavares, P.J., Fatigue life prediction based on an equivalent initial flaw size approach and a new normalized fatigue crack growth model (2016) Engineering Failure Analysis, 69, pp. 15-28; Krueger, R., Virtual crack closure technique: History, approach, and applications (2004) Appl Mech Rev, 57 (2), pp. 109-143; Standard Practice for Statistical Analysis of Linear or Linearized Stress-Life (S-N) and Strain Life (ε-N) Fatigue Data (1991) Annual Book of ASTM Standards, American Society for Testing and Materials, pp. 597-603; Correia, J.A.F.O., Blasón, S., Arcari, A., Calvente, M., Apetre, N., Moreira, P.M.G.P., De Jesus, A.M.P., Canteli, A.F., Modified CCS fatigue crack growth model for the AA2019-T851 based on plasticity-induced crack-closure (2016) Theoretical and Applied Fracture Mechanics, 851, pp. 26-36; Castillo, E., Fernández-Canteli, A., Siegele, D., Obtaining S-N curves from crack growth curves: An alternative to self-similarity (2014) International Journal of Fracture, 187 (1), pp. 159-172; ASTM E647: Standard test method for measurement of fatigue crack growth rates (1999) Annual Book of ASTM Standards, ASTM – American Society for Testing and Materials, West Conshohocken, PA, 03.01, pp. 591-630",,,,"Gruppo Italiano Frattura",,,,,19718993,,,,"English","Frat. Integrita Strutr.",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85030771001
"Di Prisco M.","7003649634;","Critical infrastructures in Italy: State of the art, case studies, rational approaches to select the intervention priorities",2019,"Proceedings of the fib Symposium 2019:  Concrete - Innovations in Materials, Design and Structures",,,,"49","58",,7,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85066093648&partnerID=40&md5=a0e526d4fe5b9d865004dbd5a91aaa07","Department of Civil and Environmental Engineering, Politecnico di Milano, Italy","Di Prisco, M., Department of Civil and Environmental Engineering, Politecnico di Milano, Italy","The collapse risk is a factor associated to the construction of any structure or infrastructure: maintenance and monitoring are actions aimed at reducing this risk, but they cannot reduce it to zero. The lack of a plan of maintenance procedures, established by the designer at the construction time, jointed to the neglecting of robustness principle in the conceptual design as well as of some possible extreme events correlated to the infrastructure far-field are the main causes of the collapses observed. The lack of a generalized consent of the technical and scientific community on the procedures to be pursued at the end of the expected life contribute also to increase the scattering of safety conditions in many infrastructures used in the road traffic. After a generalized discussion on the main causes of collapse, a specific analysis on Italian infrastructure situation aimed at highlighting the significant difference between the railway infrastructures from the road ones is proposed. An analysis of few collapse case studies like that one of Annone overpass, or that one on SP10 crossing the highway A14 near Ancona, as well as a discussion on the uncertainties in the diagnosis of historical bridges like Azzone bridge or on the critical aspects met in the design of intervention on relatively old bridges made of steel or post-tensioned reinforced concrete will be instrumental at giving a faceted overview of this complex problem that the next Model Code will try to deal with an organic vision. Finally, a brief nod on the main activities in progress to overcome this critical situation at both national and regional levels is outlined. © Federation Internationale du Beton (fib) - International Federation for Structural Concrete, 2019.","Bridge collapse; Diagnostics techniques; Identification tests; Mechanical characterization; Priority intervention strategies; Safety indexes; Steel-bar oxidation measures; Structural robustness","Conceptual design; Railroad transportation; Reinforced concrete; Roads and streets; Safety engineering; Structural design; Uncertainty analysis; Bridge collapse; Diagnostics techniques; Intervention strategy; Mechanical characterizations; Safety indexes; Steel bars; Structural robustness; Bridges",,,,,,,,,,,,,,,,"Botros, A.W., Klein, G.J., Lucier, G.W., Rizkalla, S.H., Zia, P., Dapped ends of prestressed concrete thin-stemmed members: Part 1, experimental testing and behavior (2017) PCI Journal, 62 (2), pp. 61-82; Desnerck, P., Lees, J.M., Morley, C.T., The effect of local reinforcing bar reductions and anchorage zone cracking on the load capacity of RC half-joints ( (2017) Eng. Structures, 152, pp. 865-877; Di Prisco, M., Colombo, M., Martinelli, P., D Coronelli, D., The technical causes of the collapse of Annone overpass on SS.36 (2018) Proc. Of Italian Concrete Days, , Lecco; Di Prisco, M., Scola, M., Zani, G., On site assessment of Azzone Visconti bridge in Lecco: Limits and reliability of current techniques (2019) Construction and Building Materials, 209, pp. 269-282; Malerba, P.G., Inspecting and Repairing old bridges: Experiences and lessons (2014) Structure and Infrastructure Engineering, 10 (4), pp. 443-470; Martinelli, P., Galli, A., Barazzetti, L., Colombo, M., Felicetti, R., Previtali, M., Roncoroni, F., Di Prisco, M., Bearing capacity assessment of a 14th century arch bridge in Lecco (Italy) (2018) International Journal of Architectural Heritage, 12 (2), pp. 237-256; Tobias, D.H., Bardow, A.K., Dekelbab, W., Kapur, J., Keever, M., Saiidi, M.S., Sletten, J.J., Yen, W.P., Multihazard extreme event design for accelerated bridge construction (2014) Practice Periodical on Structural Design and Construction, 19 (2). , art; Wardhana, K., Hadipriono, F.C., Analysis of recent bridge failures in the United States (2003) Journal of Performance of Constructed Facilities, 17 (3), pp. 144-150","Di Prisco, M.; Department of Civil and Environmental Engineering, Italy; email: marco.diprisco@polimi.it","Derkowski W.Krajewski P.Gwozdziewicz P.Pantak M.Hojdys L.","BASF's Construction Chemicals","International Federation for Structural Concrete","fib Symposium 2019:  Concrete - Innovations in Materials, Design and Structures","27 May 2019 through 29 May 2019",,147831,,9782940643004,,,"English","Proc. fib Symp.: Concr. - Innov. Mater., Des. Struct.",Conference Paper,"Final","",Scopus,2-s2.0-85066093648
"Döven M.S., Kafkas U.","57194633223;57194631528;","Micro modelling of masonry walls by plane bar elements for detecting elastic behavior",2017,"Structural Engineering and Mechanics","62","5",,"643","649",,7,"10.12989/sem.2017.62.5.643","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021317628&doi=10.12989%2fsem.2017.62.5.643&partnerID=40&md5=824f34deadb366acc2b4d05254d36ac7","Department of Civil Engineering, Dumlupinar University, Kutahya, Turkey","Döven, M.S., Department of Civil Engineering, Dumlupinar University, Kutahya, Turkey; Kafkas, U., Department of Civil Engineering, Dumlupinar University, Kutahya, Turkey","Masonry walls are amongst the oldest building systems. A large portion of the research on these structures focuses on the load-bearing walls. Numerical methods have been generally used in modelling load-bearing walls during recent years. In this context, macro and micro modelling techniques emerge as widely accepted techniques. Micro modelling is used to investigate the local behaviour of load-bearing walls in detail whereas macro modelling is usedto investigate the general behaviour of masonry buildings. The main objective of this study is to investigate the elastic behaviour of the load-bearing walls in masonry buildings by using micro modelling technique. In order to do this the brick and mortar units of the masonry walls are modelled by the combination of plane truss elements and plane frame elements with no shear deformations. The model used in this study has fewer unknowns then the models encountered in the references. In this study the vertical frame elements have equivalent elasticity modulus and moment of inertia which are calculated by the developed software. Under in-plane static loads the elastic displacements of the masonry walls, which are encountered in literature, are calculated by the developed software, where brick units are modelled by plane frame elements, horizontal joints are modelled by vertical frame elements and verticajoints are modelled by horizontal plane truss elements. The calculated results are compatible with those given in the references. © 2017 Techno-Press, Ltd.","Computational mechanics; Finite element method (FEM); Historical bridges/buildings; Masonry structure; Static analysis","Bearings (machine parts); Brick; Computational mechanics; Finite element method; Masonry construction; Numerical methods; Retaining walls; Static analysis; Trusses; Elastic behaviour; Elastic displacements; Equivalent elasticity modulus; Historical bridges; Load bearing walls; Masonry structures; Modelling techniques; Moment of inertia; Walls (structural partitions)",,,,,,,,,,,,,,,,"Belmouden, Y., Lestuzzi, P., An equivalent frame model for seismic analysis of masonryand reinforced concrete buildings (2009) Constr.Build.Mater., 23 (1), pp. 40-53; Berto, L., Saetta, A., Scotta, R., Vitaliani, R., Failure mechanism of masonry prism loaded in axial compression (2005) Comput. Aspects, Mater. Struct., 38 (2), pp. 249-256; Brencich, A., Lagomarsino, S., A macro-element dynamic model for masonry shear walls (1998) Comp. Meth. Instruct. Masonry, 4, pp. 67-75. , (Eds. Pande G et al.), E&FNSpon; Caliò, I., Marletta, M., Pantò, B., A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings (2012) Eng. Struct., 40, pp. 327-338; Casolo, S., Modelling in-plane micro-structure of masonry walls by rigid (2004) Int. J. Solids Struct., 41 (13), pp. 3625-3641; Casolo, S., Macroscale modelling of micro-structure evolution damage by a rigid body and spring model (2009) J. Mech. Mater. Struct., 4 (3), pp. 551-570; Casolo, S., Peña, F., Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage (2007) Earthq. Eng. Struct. D, 36 (8), pp. 1029-1048; Chaimoon, K., Attard, M.M., Modeling of unreinforced masonry walls under shear and compression (2006) Eng. Struct., 29 (9), pp. 2056-2068; Chen, S.Y., Moon, F.L., Yi, T., A macro-element for the nonlinear analysis of in-plane unreinforced masonry piers (2008) Eng. Struct., 20 (8), pp. 2242-2252; Demirel, I.O., (2010) A Nonlinear Equivalent Frame Model for Displacement Based Analysis of Unreinforced Brick Masonry Buildings, , MSc. Thesis, METU, Ankara, Turkey; Galasco, A., Lagomarsino, S., Penna, A., Resemini, S., Non-linear seismic analysis of masonry structures (2004) Proceedings of the 13th World Conference on Earthquake Engineering, , Paper No. 843, Vancouver, Canada; Kafkas, U., (2015) Micro Modeling of Masonry Wall Elastic Behavior by Plane Bar Members, , MSc. Thesis, Dumlupinar University, Kütahya, Turkey. (in Turkish); Kheirollahi, M., Equivalent frame model and shell element for modeling of inplane behavior of Unreinforced Brick Masonry buildings (2013) Struct. Eng. Mech., 46 (2), pp. 213-229; Lourenço, P.B., (1996) Computational Strategies for Masonry Structures, , PhD Thesis, Delft University of Technology, Delft, Netherlands; Mandirola, M., Penna, A., Rota, M., Magenes, G., Experimental assessment of the shear response of autoclaved aerated concrete (AAC) masonry with flat truss bed-joint reinforcement (2012) Proceedings of the 15th International Brick and Block Masonry Conference, , Florianópolis, Brazil; Milani, G., Lourenço, P.B., Tralli, A., A micro mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls (2005) Proceedings of the 10th International Conference on Civil, Structural Environmental Engineering Computing, , Rome, Italy; Milani, G., Lourenço, P.B., Tralli, A., A simple homogenized micro mechanical model for the analysis at the collapse of out-of-plane loaded masonry walls (2005) Proceedings of the 17th Congresso AIMETA di Meccacica Teorica E Applicata, pp. 1-12. , Frenze, Italy; Pina-Henriques, J., Lourenço, P.B., Masonry micro modeling adopted a discontinuous framework (2004) Proceedings of the 7th International Conference on Computational Structures Technology, , Lisbon, Portugal; Roca, P., Molins, C., Marí, A.R., Strength capacity of masonry Wall structures by the equivalent frame method (2005) J. Struct. Eng., 131 (10), pp. 1601-1610. , ASCE; Rizzano, G., Sabatino, R., Nonlinear static analysis of masonry structures simplified equivalent frames and accurate models (2010) Proceedings of the 14th European Conference on Earthquake Engineering (ECEE), , Macedonia; Sattar, S., (2013) Influence of Masonry Infill Walls and other Building Characteristics on Seismic Collapse of Concrete Frame Buildings, , PhD Thesis, University of Colorado, Colorado, USA; Sima, J.F., Roca, P., Molins, C., Nonlinear response of masonry wall structure subjected to cyclic and dynamic loading (2011) Eng. Struct., 33 (6), pp. 1955-1965; Ural, A., (2009) Investigating Linear and Nonlinear Behaviors of Masonry Structures, , PhD Thesis, Karadeniz Technical University, Trabzon, Turkey. (in Turkish); Ural, A., Dogangün, A., Evaluating the seismic performance of masonry structures using with micro modeling strategy (2007) Proceedings of the International Earthquake Symposium 2007, , Kocaeli, Turkey. (in Turkish); Ural, A., Dogangün, A., Parameter effects on shear capacity of masonry walls; Unsupported length aspect (2009) E - J. New World Sciences Academy 2009, 4 (3), pp. 340-350. , Turkish; Ural, A., Dogangün, A., Crack development depending on bond design for masonry walls under shear (2012) Struct. Eng. Mech., 44 (2), pp. 257-266; Zucchini, A., Lourenço, P.B., A micro mechanical model for the homogenization of masonry (2002) Int. J. Solids Struct., 39 (12), pp. 3233-3255","Döven, M.S.; Department of Civil Engineering, Turkey; email: msamidoven@gmail.com",,,"Techno-Press",,,,,12254568,,SEGME,,"English","Struct Eng Mech",Article,"Final","",Scopus,2-s2.0-85021317628
"Al-Khafaji A.F., Haluza R.T., Benzecry V., Myers J.J., Bakis C.E., Nanni A.","57211251685;57210467682;57220022972;7402996573;7004499672;7005344499;","Durability Assessment of 15- To 20-Year-Old GFRP Bars Extracted from Bridges in the US. II: GFRP Bar Assessment",2021,"Journal of Composites for Construction","25","2","04021004","","",,6,"10.1061/(ASCE)CC.1943-5614.0001112","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85100040711&doi=10.1061%2f%28ASCE%29CC.1943-5614.0001112&partnerID=40&md5=8508a57a6f5ccb6f6c149075b72271c8","Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, 1401 N. Pine St., Rolla, MO  65409, United States; Dept. of Engineering Science and Mechanics, Pennsylvania State Univ., 212 Earth-Engineering Science Building, University Park, PA  16802, United States; Dept. of Civil, Architectural and Environmental Engineering, Univ. of Miami, 1251 Memorial Dr., Coral Gables, FL  33146, United States","Al-Khafaji, A.F., Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, 1401 N. Pine St., Rolla, MO  65409, United States; Haluza, R.T., Dept. of Engineering Science and Mechanics, Pennsylvania State Univ., 212 Earth-Engineering Science Building, University Park, PA  16802, United States; Benzecry, V., Dept. of Civil, Architectural and Environmental Engineering, Univ. of Miami, 1251 Memorial Dr., Coral Gables, FL  33146, United States; Myers, J.J., Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, 1401 N. Pine St., Rolla, MO  65409, United States; Bakis, C.E., Dept. of Engineering Science and Mechanics, Pennsylvania State Univ., 212 Earth-Engineering Science Building, University Park, PA  16802, United States; Nanni, A., Dept. of Civil, Architectural and Environmental Engineering, Univ. of Miami, 1251 Memorial Dr., Coral Gables, FL  33146, United States","A multilaboratory investigation into the durability of glass fiber-reinforced polymer (GFRP) bars extracted from eleven 15- to 20-year-old bridges in the US will be performed. Part 1 (Benzecry et al., forthcoming) of this two-paper series describes the bridges and presents data on the condition of their concrete, and Part 2 focuses on the condition of the bars. Constituent content, maximum water absorption, as-received moisture content, glass transition temperature (Tg), short bar shear (SBS) strength, and tensile strength will be evaluated. Scanning electron microscopy (SEM) and energy dispersive spectroscopy (EDS) will be performed. The fiber mass content of all bars was close to or greater than that specified in the current ASTM E1309 (ASTM 2011a) GFRP bar standard. SEM and EDS showed only slight signs of degradation, which was predominantly near the outer radius of the bars. The loss of SBS strength was slight to moderate in bars with control data for comparison. Tensile strength, which could only be evaluated in 1 bridge, showed a reduction of only 4.2% after 17 years of service. It was concluded that GFRP bars could be considered a promising replacement for steel reinforcement in bridge decks subjected to real-time field exposure. © 2021 American Society of Civil Engineers.","Durability; Field performance; Glass fiber-reinforced polymer; Physical properties; Strength","Durability; Energy dispersive spectroscopy; Fiber reinforced plastics; Glass; Glass transition; Scanning electron microscopy; Tensile strength; Water absorption; Control data; Durability assessment; Energy dispersive spectroscopies (EDS); GFRP bars; Glass-fiber reinforced polymer bars; Mass content; Real time; Steel reinforcements; Bridge decks",,,,,"NSF-1916342; National Science Foundation, NSF: 1916342; U.S. Department of Education, ED; American Concrete Institute Foundation, ACI; Missouri University of Science and Technology, MST","The authors gratefully acknowledge support from the American Concrete Institute’s Strategic Development Council the ReCAST Tier 1 University Transportation Center at the Missouri University of Science and Technology, The United States Department of Education GAANN Program, and NSF I/UCRC CICI (Grant # NSF-1916342). Deeply appreciated is the technical assistance from staff at Owens Corning (Mr. Ryan Koch and Mrs. Mala Nagarajan), University of Miami (Ms. Janna Brown and Mr. Jorge Alvarez), Missouri S&T (Dr. Clarissa Wisner and Mr. Eric Bohannan), and Pennsylvania State University (Mr. Jeffrey Kim and Mr. Jinhoo Kim. The opinions expressed in this material are those of the authors and do not necessarily reflect the views of sponsoring agencies.",,,,,,,,,,"(2015) Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-reinforced Polymer Bars, , ACI (American Concrete Institute). ACI 440.1R. Farmington Hills, MI: ACI; Al-Salloum, Y.A., El-Gamal, S., Almusallam, T.H., Alsayed, S.H., Aqel, M., Effect of harsh environmental conditions on the tensile properties of GFRP bars (2013) Composites, Part B, 45 (1), pp. 835-844. , https://doi.org/10.1016/j.compositesb.2012.05.004; (2010) Standard Test Method for Moisture Absorption Properties and Equilibrium Conditioning of Polymer Matrix Composite Materials, , ASTM. ASTM-D5229. West Conshohocken, PA: ASTM; (2011) Standard Guide for Identification of Fiber-reinforced Polymer-matrix Composite Materials in Databases, , ASTM. ASTM E1309. West Conshohocken, PA: ASTM; (2011) Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix, , ASTM. ASTM-D7205. West Conshohocken, PA: ASTM; (2011) Test Method for Ignition Loss of Cured Reinforced Resins, , ASTM. ASTM D2584-11. West Conshohocken, PA: ASTM International; (2013) Standard Test Method for Assignment of the Glass Transition Temperature by Dynamic Mechanical Analysis, , ASTM. ASTM E1640-13. West Conshohocken, PA: ASTM International; (2014) Standard Test Method for Assignment of the Glass Transition Temperatures by Differential Scanning Calorimetry, , ASTM. ASTM-E1356. West Conshohocken, PA: ASTM; (2014) Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials, , ASTM. ASTM D3039/D3039M. West Conshohocken, PA: ASTM; (2016) Standard Test Method for Apparent Horizontal Shear Strength of Pultruded Reinforced Plastic Rods by the Short-beam Method, , ASTM. ASTM-D4475. West Conshohocken, PA: ASTM; (2017) Standard Specification for Solid Round Glass Fiber Reinforced Polymer Bars for Concrete Reinforcement, , ASTM. ASTM-D7957. West Conshohocken, PA: ASTM; (2017) Standard Test Method for Water Absorption of Plastics, , ASTM. ASTM-D570. West Conshohocken, PA: ASTM; Bakis, C.E., Boothby, T.E., Schaut, R.A., Pantano, C.G., Tensile strength of GFRP bars under sustained loading in concrete beams (2005) ACI Symp. Publ., 230, pp. 1429-1446; Becker, H., Locascio, L.E., Polymer microfluidic devices (2002) Talanta, 56 (2), pp. 267-287. , https://doi.org/10.1016/S0039-9140(01)00594-X; Benmokrane, B., Nazair, C., Loranger, M.A., Manalo, A., Field durability study of vinyl-ester-based GFRP rebars in concrete bridge barriers (2018) J. Bridge Eng., 23 (12), p. 04018094. , https://doi.org/10.1061/(ASCE)BE.1943-5592.0001315; Benzecry, V., Al-Khafaji, A.F., Haluza, R.T., Bakis, C.E., Myers, J.J., Nanni, A., Durability assessment of 15- To 20-year-old GFRP bars extracted from bridges in the US. II: Selected bridges, bar extraction, and concrete assessment ASCE J. Compos. Constr, , https://doi.org/10.1061/(ASCE)CC.1943-5614.0001110, Forthcoming; Chen, Y., Davalos, J., Ray, I., Durability prediction for GFRP reinforcing bars using short-term data of accelerated aging tests (2006) J Compos. Cons., 10 (4), pp. 279-286. , https://doi.org/10.1061/(ASCE)1090-0268(2006)10:4(279); Diamond, S., Effects of two Danish flyashes on alkali contents of pore solutions of cement fly ash pastes (1981) Cem. Concr. Res., 11 (3), pp. 383-394. , https://doi.org/10.1016/0008-8846(81)90110-1; Ghiorse, S.R., (1991) A Comparison of Void Measurement Methods for Carbon/epoxy Composites, , Watertown, MA: U.S. Army Materials Technology Laboratory; Gooranorimi, O., Nanni, A., GFRP reinforcement in concrete after 15 years of service (2017) J. Compos. Constr., 21 (5), p. 04017024. , https://doi.org/10.1061/(ASCE)CC.1943-5614.0000806; Gooranorimi, O., Myers, J., Nanni, A., GFRP reinforcements in box culvert bridge: A case study after two decades of service (2017) Concrete Pipe and Box Culverts, pp. 75-88. , In, edited by J. Meyer and J. Beakley, West Conshohocken, PA: ASTM; Greenwood, M., (2002) Creep-rupture Testing to Predict Long-term Performance, Durability of Fiber Reinforced Polymer (FRP) Composites for Construction, pp. 29-31. , In Proc. 2nd Int. Conf. Durability of Fiber Reinforced Polymer for Construction, Montreal, Québec: Np; Kamal, A.S.M., Boulfiza, M., Durability of GFRP rebars in simulated concrete solutions under accelerated aging conditions (2011) J. Compos. Constr., 15 (4), pp. 473-481. , https://doi.org/10.1061/(ASCE)CC.1943-5614.0000168; Khatibmasjedi, M., Ramanathan, S., Suraneni, P., Nanni, A., Durability of commercially available GFRP reinforcement in seawater-mixed concrete under accelerated aging conditions (2020) J. Compos. Constr., 24 (4), p. 04020026. , https://doi.org/10.1061/(ASCE)CC.1943-5614.0001035; Koch, G., Varney, J., Thopson, N., Moghissi, O., Gould, M., Payer, J., (2016) International Measures of Prevention, Application, and Economics of Corrosion Technologies Study, , Houston: NACE International; Little, J.E., Yuan, X.A., Jones, M.I., Characterisation of voids in fibre reinforced composite materials (2012) NDT e Int., 46 (MAR), pp. 122-127. , https://doi.org/10.1016/j.ndteint.2011.11.011, ; Micelli, F., Nanni, A., Durability of FRP rods for concrete structures (2004) Constr. Build. Mater., 18 (7), pp. 491-503. , https://doi.org/10.1016/j.conbuildmat.2004.04.012; Mufti, A., Onofrei, M., Benmokrane, B., Banthia, N., Boulfiza, M., Newhook, J., Bakht, B., Brett, P., (2007) Durability of GFRP Reinforced Concrete in Field Structures, pp. 6-9. , In Proc. 7th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Concrete Structures, Kansas City, MO: Np; Murphy, K., Zhang, S., Karbhari, V.M., (1999) Effect of Concrete Based Alkaline Solutions on Short Term Response of Composites, pp. 2222-2230. , In Proc. 44th SAMPE Symp. and Exhibition, edited by L. J. Cohen, J. L. Bauer, and W. E. Davis, Long Beach, CA: Society for the Advancement of Material and Process Engineering; Nanni, A., De Luca, A., Zadeh, H., (2014) Reinforced Concrete with FRP Bars, , London: CRC Press; Nkurunziza, G., Debaiky, A., Cousin, P., Benmokrane, B., Durability of GFRP bars: A critical review of the literature (2005) Prog. Struct. Mater. Eng., 7 (4), pp. 194-209. , https://doi.org/10.1002/pse.205; Nkurunziza, G., Masmoudi, R., Benmokrane, B., (2002) Effect of Sustained Tensile Stress and Temperature on Residual Strength of GFRP Composites, pp. 347-358. , In Proc. 2nd Int. Conf. Durability of Fiber Reinforced Polymer for Construction, Montreal, Quebec: Np; Fiberglas dowel bars for load transfer between concrete slabs: Glass fiber reinforced polymer (GFRP) dowel bars (2020) Product Data Sheet, , https://dcpd6wotaa0mb.cloudfront.net/mdms/dms/CSB/10022293/10022293-Owens-Corning-Fiberglas-Dowel-Bars-Data-Sheet-(3).pdf?v=1605111345000, Owens Corning. Toledo, OH: Owens Corning; Phelan, R., Vann, W., Bice, J., (2003) FRP Reinforcement Bars in Bridge Decks: Field Instrumentation and Short-term Monitoring, , Research Report: 9-1520-04. Lubbkock, TX: Texas Department of Transportation; Porter, M.L., Barnes, B.A., (1998) Accelerated Aging Degradation of Glass Fiber Composites, pp. 446-459. , In Second international conference on composites in infrastructure, edited by H. Saadatmanesh and M. R. Eshani, Tucson, AZ: University of Arizona; Saadatmanesh, H., Tannous, F.E., Relaxation, creep, and fatigue behavior of carbon fiber-reinforced plastic tendons (1999) ACI Mater. J., 96 (2), pp. 143-153; Sheridan, R.J., Road mapping workshop report on overcoming barriers to adoption of composites in sustainable infrastructure (2017) NIST Special Publication 1218, , https://doi.org/10.6028/NIST.SP.1218; Taylor, H., A method for predicting alkali ion concentration in cement pore water solutions (1987) Adv. Cem. Res., 1 (1), pp. 5-17. , https://doi.org/10.1680/adcr.1987.1.1.5; Trejo, D., Gardoni, P., Kim, J.J., Long-term performance of glass fiber-reinforced polymer reinforcement embedded in concrete (2011) ACI Mater. J., 108 (6), pp. 605-613; Wang, Z., Zhao, X., Xian, G., Wu, G., Raman, R.K.S., Al-Saadi, S., Long-term durability of basalt- And glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete environment (2017) Constr. Build. Mater., 139 (MAY), pp. 467-489. , https://doi.org/10.1016/j.conbuildmat.2017.02.038; Yang, W.-R., He, X.-J., Dai, L., Zhao, L., Shen, F., Fracture performance of GFRP bars embedded in concrete beams with cracks in an alkaline environment (2016) J. Compos. Constr, 20 (6), p. 04016040. , https://doi.org/10.1061/(ASCE)CC.1943-5614.0000688","Al-Khafaji, A.F.; Dept. of Civil, 1401 N. Pine St., United States; email: aa7n6@mst.edu",,,"American Society of Civil Engineers (ASCE)",,,,,10900268,,JCCOF,,"English","J Compos Constr",Article,"Final","All Open Access, Green",Scopus,2-s2.0-85100040711
"Sire S., Ragueneau M.","55314696200;57191744844;","Fatigue design of metallic railway bridges in France at the end of the nineteenth century",2020,"Proceedings of the Institution of Civil Engineers: Forensic Engineering","172","4",,"167","174",,6,"10.1680/jfoen.20.00012","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85089362785&doi=10.1680%2fjfoen.20.00012&partnerID=40&md5=d00f6a37c22b3aacca4d48802e360ac1","University of Brest, CNRS UMR 6027, Brest, France; Civil Engineering Department, National Society of French Railways, La Plaine Saint-Denis, France","Sire, S., University of Brest, CNRS UMR 6027, Brest, France; Ragueneau, M., Civil Engineering Department, National Society of French Railways, La Plaine Saint-Denis, France","Among more than 25 000 bridges and viaducts in the French railway network, more than 2000 metallic bridges have been in service for over a century, and they need adapted measures for their maintenance. Due to the increase in rolling speed and axle load, the understanding of the behaviour of this type of connection becomes of utmost importance. In order to understand better how old bridges behave, a specific aggressiveness index has been defined, and it enables comparison of the effects of different rolling stocks on the mechanical behaviour of stringers. This index has been determined for different French historical standard trains. For these calculations, a set of real iron stringers has been considered, including different periods of construction, different spans and different inertias. Since fatigue is one of the main phenomena to take into account in order to extend the safe service life of metallic bridges, a fatigue design criterion has been considered. Regarding historical calculation methods, an allowable fatigue stress has been chosen using the Societé Suisse des Ingénieurs et des Architectes fatigue curve, assuming Δσ c = 80 MPa. The method for determining the allowable stress in stringers presented in this paper shows a good agreement with the National Society of French Railways historical inventory of repairs. © 2019 ICE Publishing: All rights reserved.",,"Railroad transportation; Railroads; Stringers; Allowable stress; Fatigue curves; Fatigue design; Fatigue stress; Mechanical behaviour; Metallic bridge; Railway bridges; Railway network; Fatigue of materials",,,,,,,,,,,,,,,,"Afnor (Association Française de Normalisation) (2005) NF EN 1993-1-9:2005: Eurocode 3. calcul des structures en acier. partie 1-9: fatigue. Afnor, La Plaine Saint-Denis, France (in French); Akesson, B., (1994) Fatigue Life of Riveted Railway Bridges, , CRC Press, Boca Raton, FL, USA; Al-Emrani, M., (2002) Fatigue in Riveted Railway Bridges: A Study of the Fatigue Performance of Riveted Stringers and Stringer to Floor-Beam Connections, , PhD thesis, Chalmers University of Technology, Gothenburg, Sweden; Brũhwiler, E., Smith, I.F.C., Hirt, M.A., Fatigue and fracture of riveted bridge members (1990) Journal of Structural Engineering, 116 (1), pp. 198-214; https://doi.org/10.1061/(ASCE)0733-9445(1990)116:1(198); Clericetti, C., Sulla determinazione dei coefficienti di sforzo specifico, dietro la esperienze di Wöhler (1881) Il Politecnico. Giornale Dell'Ingegnere Architetto Civile Ed Industriale, 13, pp. 548-563. , in Italian; De Jesus, A.M.P., Da Silva, A.L.L., Correia, J.A.F.O., Fatigue of riveted and bolted joints made of puddle iron (2015) An Experimental Approach. Journal of Constructional Steel Research, 104, pp. 81-90. , https://doi.org/10.1016/j.jcsr.2014.10.012; Fairbairn, W., Experiments to determine the effect of impact, vibratory action and long continued changes of load on wrought iron girders (1864) Proceedings of the Royal Society London, 154, pp. 311-325. , https://doi.org/10.1098/rspl.1863.0028; Flamant, A., (1886) Stabilité des Constructions: Résistance des Matériaux, , Baudry et Cie, Paris, France (in French); Gallegos Mayorga, L., Sire, S., Ragueneau, M., Plu, B., Understanding the behaviour of wrought-iron riveted assemblies: Manufacture and testing in France (2017) Proceedings of the Institution of Civil Engineers. Engineering History and Heritage, 170 (2), pp. 67-79. , https://doi.org/10.1680/jenhh.16.00020; Gerber, H., Bestimmung der zulässigen Spannungen in Eisenconstructionen (1874) Zeitschrift des Bayerischen Architekten und Ingenieur-Vereins, 6 (6), pp. 101-110. , in German; Haghani, R., Al-Emrani, M., Heshmati, M., Fatigue-prone details in steel bridges (2012) Buildings, 2 (4), pp. 456-476. , https://doi.org/10.3390/buildings2040456; Helmerich, R., (2012) Full Scale Fatigue Testing of Original Truss Members and Connections, , In Proceedings of the 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS 2012), Stresa, Italy, pp. 1420-1427; Kahlow, A., Materials in 19th century Germany (1991) History and Technology, 7 (3-4), pp. 255-266. , https://doi.org/10.1080/07341519108581779; Lesiuk, G., Szata, M., Aspects of structural degradation in steels of old bridges by means of fatigue crack propagation (2011) Materials Science, 47. , https://doi.org/10.1007/s11003-011-9371-z; Lippold, H., Die Inanspruchnahme von Eisen and Stahl mit Rũcksicht auf bewegte Last (1879) Organ fũr Die Fortschritte des Eisenbahnwesens, 16 (1), p. 22. , 34 (in German); Ministère des Travaux Publics aux Préfets (1858) Circulaire du Ministère de l'Agriculture, du Commerce et des Travaux Publics, 26 Février. Ministère de l'Agriculture, du Commerce et des Travaux Publics, Paris, France (in French); Ministère des Travaux Publics aux Préfets (1877) Circulaire du Ministère des Travaux Publics aux Préfets, 9 Juillet. Ministère des Travaux Publics aux Préfets, Paris, France (in French); Ministère des Travaux Publics aux Préfets (1891) Circulaire du Ministère des Travaux Publics aux Préfets du 29 Aout 1891. Révision de la Circulaire du 9 Juillet 1877, Relatif aux Épreuves des Ponts Métalliques. Ministère des Travaux Publics aux Préfets, Paris, France (in French); Ministère des Travaux Publics aux Préfets (1915) Circulaire du Ministère des Travaux Publics aux Préfets, 8 Janvier. Ministère des Travaux Publics aux Préfets, Paris, France (in French); Ministère des Travaux Publics aux Préfets (1927) Circulaire A-3 du Ministère des Travaux Publics aux Préfets. Ponts Métalliques et Ponts en Béton Armé, 10 Mai. 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Union International des Chemins de Fer, Paris, France (in French); Pipinato, A., Pellegrino, C., Bursi, O.S., Modena, C., High-cycle fatigue behavior of riveted connections for railway metal bridges (2009) Journal of Constructional Steel Research, 65 (12), pp. 2167-2175. , https://doi.org/10.1016/j.jcsr.2009.06.019; Plu, B., Ragueneau, M., Gaio Resende, M., (2016) Influence of New Rolling Stock on the Ageing of Old Metallic Bridges and Specifically of the Stringers, , Proceedings of the 11th World Congress on Railway Research (WCRR 2016), Milan, Italy; Rankine, W.J.M., (1843) On the Causes of the Unexpected Breakage of the Journals of Railway Axles, and on the Means of Preventing Such Accidents by Observing the Law of Continuity in Their Construction, , Minutes of the Proceedings of the Institution of Civil Engineers; https://doi.org/10.1680/imotp.1843.24600, 2(1843): 105-108; Ribeill, G., Vie et mort des ouvrages d'art: L'exemple des ponts de chemins de fer (1992) Culture Technique, 26, pp. 101-112. , in French; SIA (Societé Suisse des Ingénieurs et des Architectes) (2011) SIA 269/ 3:2011: Maintenance des structures porteuses. structures en acier, SIA, Zurich, Switzerland (in French). Strres (Syndicat National des Entrepreneurs Spécialistes de Réparation et; Renforcement des Structures) (2014) Réparation et Rénovation des Structures Métalliques. Strres, Paris, France (in French); Taras, A., Greiner, R., Development and application of a fatigue class catalogue for riveted bridge components (2010) Structural Engineering International, 1, pp. 91-103. , https://doi.org/10.2749/101686610791555810; Tetmajer, L., Zur frage der zuverlässigen Inanspruchnahme des schmiedbaren Eisens (1886) Schweizer Bauzeitung IX, 141. , in German","Sire, S.; University of Brest, France; email: stephane.sire@univ-brest.fr",,,"ICE Publishing",,,,,20439903,,,,"English","Proc. Inst. Civ. Eng. Forensic Eng.",Article,"Final","",Scopus,2-s2.0-85089362785
"Yang Y., Nakamura S., Chen B., Nishikawa T.","57192551695;55339410900;55904134700;56828692300;","Mechanical behavior of Chinese woven timber arch bridges",2019,"Engineering Structures","195",,,"340","357",,6,"10.1016/j.engstruct.2019.05.068","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067069911&doi=10.1016%2fj.engstruct.2019.05.068&partnerID=40&md5=94e08c4d51bcc057c24c4a63fb57da33","College of Civil Eng., Fuzhou University, No. 2, Xueyuan Road, Fuzhou, 350116, China; Dept. of Civil and Environmental Eng., Nagasaki University, 1-14, Bunkyo-machi, Nagasaki, 852-8521, Japan","Yang, Y., College of Civil Eng., Fuzhou University, No. 2, Xueyuan Road, Fuzhou, 350116, China; Nakamura, S., Dept. of Civil and Environmental Eng., Nagasaki University, 1-14, Bunkyo-machi, Nagasaki, 852-8521, Japan; Chen, B., College of Civil Eng., Fuzhou University, No. 2, Xueyuan Road, Fuzhou, 350116, China; Nishikawa, T., Dept. of Civil and Environmental Eng., Nagasaki University, 1-14, Bunkyo-machi, Nagasaki, 852-8521, Japan","Chinese woven timber arch bridge is an important part of the precious cultural heritage handed down from ancient times. Its construction technology has been inscribed on the List of Intangible Cultural Heritage in Need of Urgent Protection by UNESCO in 2009, and twenty-two bridges of this kind have been listed in the tentative list of the Chinese World Cultural Heritage since 2012. Made by longitudinal and transverse straight logs woven together with mortises and tenon joints, the main arch is not a planar structure nor a general three-dimensional spatial one, and its mechanical behavior cannot be computed by the traditional structural analysis method. In this study, loading tests and FE analyses on the woven arch, and field tests and FE analyses on a really bridge are carried out. For the woven arch, two joint types, rigid and hinged joints are considered in the tests and analyses. The results show that: (1) the deflection shapes of woven arch models with rigid joints and hinged joints are similar; (2) the deflection of a hinged woven arch is larger than that of a rigid one; (3) the two systems of a woven arch can work together simply by the contact between them, but in some loading cases, some portions of them will separate and no force is transferred between them; (4) the mechanical behavior of the woven arch is similar to that of the two-hinged arch. In other words, it is also subjected to horizontal thrusts under vertical loads, but the compression force is the dominant one; and (5) the modeling method of the woven arch is applicable to Chinese timber arch bridges. © 2019 Elsevier Ltd","Deformation; Dual system; Field test; Internal force; Mechanical behavior; Two-hinged arch; Woven timber arch","Arches; Deformation; Timber; Weaving; Dual system; Field test; Hinged arches; Internal forces; Mechanical behavior; Arch bridges; bridge; deformation; finite element method; force; heritage conservation; loading test; mechanical property; timber",,,,,"2017I0009; National Natural Science Foundation of China, NSFC: 51408129","The authors would like to express their sincere gratitude to National Natural Science Foundation of China (No. 51408129 ), and the foreign cooperation projects of science and technology agency in Fujian Province (No. 2017I0009 ) for providing the necessary funds for this research work.",,,,,,,,,,"Knapp, R.G., Peter Bol, A., Ong, C., Bridges, C., Living architecture from China's past (2008), Tuttle Publishing America; Yang, Y., Nakamura, S., Chen, B., Nishikawa, T., A survey on existing China timber arch bridges (2012) Journal of Civil Structure and Material, 28, pp. 61-68. , Kyushu Association for Bridge and Structural Engineering (KABSE); Tang, H., China ancient bridges (1987), Cultural Relics Publishing House Beijing [in Chinese]; Tang, H., History of science and technology of China: bridge volume (2000), Science Publishing House [in Chinese]; Yang, Y., Chen, B., Gao, J., Timber Arch Bridges in China (2007) Proceedings of the fifth international conference on Arch Bridge, Portugal, Sept 12–14, 2007, pp. 171-178; Yang, Y., Nakamura, S., Chen, B., Nishikawa, T., The origin of timber Arch Bridges in China (2014) J JSCE (Jpn Soc Civil Eng), 2, pp. 54-61; Ceraldi, C., Ermolli, E.R., (2004) Timber Arch Bridges: a Design by Leonardo. Arch Bridges IV–Advances in Assessment Structural Design and Construction. Barcelona, Spain, pp. 69-78; Liu, J., Shen, W., Lounge bridges in Taishun (2005), Shanghai People's Fine Arts Publishing Shanghai, China (in Chinese); The Propaganda Department of Qingyuan County edit.: The capital of covered house bridges—Qingyuan. Xiling Society of Seal Arts Press; 2007 [in Chinese]; The Culture and Publication Board of Ningde city edit. Archaeological investigation on Rainbow-beam type timber covered House Bridge in Ningde city of Fujian province. Beijing, China: Science Press; 2007 [in Chinese]; Yang, Y., Chen, B., Investigation and analysis on existing China timber arch bridge structures (2015) J Fuzhou Univ (Natl Sci Ed), 43 (6), pp. 809-814. , [in Chinese]; Yang, Y., Nakamura, S., Chen, B., Nishikawa, T., Traditional construction technology of China timber arch bridges (2012) J Struct Eng (JSCE), 58A, pp. 777-784; (2003), Leonardo Fernandez Troyano, Bridge engineering—a global perspective. Thomas Telford;; (2016), pp. 177-86. , Yang Yan, Chen Baochen, Nakamura Shozo, Nishikawa Takafumi. Structural form of timber arch bridges and research value of Chinese woven timber arch. In: Proceedings of the eighth international conference on arch bridge; 5–7 October Wrocław, Poland. p; (2004), Liu Jie. Rainbow bridge research in China–discussion on the name and origin of woven timber arch bridge and woven timber arch-beam Bridge. In: Proceedings of the symposium on Min-zhe timber arch bridge; August; (2011), Yang Yan, Chen Baochun, Liu Jianxin. Demonstration research of arch structure for Min-zhe timber arch bridge. In: Proceedings of the fourth China International Symposium on the Roofed Bridges of Wooden Arch Structure in Qingyuan County, Qingyuan, Chinal p. 71–6 [in Chinese]; Chen, B., Yang, Y., Several issues on conservation and research of China timber arch bridge (2009) Symposium of china ancient bridge and proceedings of ancient bridge on cross-strait academic exchanges seminar in 2009, pp. 18-26. , [in Chinese]; Liu, J., Research on Structural Behavior of timber arch bridges in Fujian and Zhejiang, Master's degree thesis (2011), Fuzhou University China [in Chinese]","Nakamura, S.; Dept. of Civil and Environmental Eng., 1-14, Bunkyo-machi, Japan; email: shozo@nagasaki-u.ac.jp",,,"Elsevier Ltd",,,,,01410296,,ENSTD,,"English","Eng. Struct.",Article,"Final","",Scopus,2-s2.0-85067069911
"Döhler M., Hille F., Mevel L.","39361406400;12781114000;6701755315;","Vibration-based monitoring of civil structures with subspace-based damage detection",2018,"Intelligent Systems, Control and Automation: Science and Engineering","92",,,"307","326",,6,"10.1007/978-3-319-68646-2_14","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85072298002&doi=10.1007%2f978-3-319-68646-2_14&partnerID=40&md5=5d20fad8cbc79076ee0af5be3a751566","Inria, I4S/IFSTTAR, COSYS, SII, Campus Universitaire de Beaulieu, Rennes, 35042, France; BAM Federal Institute of Materials Research and Testing, Unter den Eichen 87, Berlin, 12205, Germany","Döhler, M., Inria, I4S/IFSTTAR, COSYS, SII, Campus Universitaire de Beaulieu, Rennes, 35042, France; Hille, F., BAM Federal Institute of Materials Research and Testing, Unter den Eichen 87, Berlin, 12205, Germany; Mevel, L., Inria, I4S/IFSTTAR, COSYS, SII, Campus Universitaire de Beaulieu, Rennes, 35042, France","Automatic vibration-based structural health monitoring has been recognized as a useful alternative or addition to visual inspections or local non-destructive testing performed manually. It is, in particular, suitable for mechanical and aeronautical structures as well as on civil structures, including cultural heritage sites. The main challenge is to provide a robust damage diagnosis from the recorded vibration measurements, for which statistical signal processing methods are required. In this chapter, a damage detection method is presented that compares vibration measurements from the current system to a reference state in a hypothesis test, where data-related uncertainties are taken into account. The computation of the test statistic on new measurements is straightforward and does not require a separate modal identification. The performance of the method is firstly shown on a steel frame structure in a laboratory experiment. Secondly, the application on real measurements on S101 Bridge is shown during a progressive damage test, where damage was successfully detected for different damage scenarios. © Springer International Publishing AG 2018.","Damage detection; Statistical tests; Structural health monitoring; Subspace methods; Vibrations",,,,,,,"We thank Dr. Helmut Wenzel, VCE, and the FP7 IRIS project for providing the data from S101 Bridge.",,,,,,,,,,"Balmès, E., Basseville, M., Bourquin, F., Mevel, L., Nasser, H., Treyssède, F., Merging sensor data from multiple temperature scenarios for vibration-based monitoring of civil structures (2008) Struct Health Monitor, 7 (2), pp. 129-142; Balmès, E., Basseville, M., Mevel, L., Nasser, H., Handling the temperature effect in vibration-based monitoring of civil structures: A combined subspace-based and nuisance rejection approach (2009) Control Eng Pract, 17 (1), pp. 80-87; Balmès, E., Basseville, M., Mevel, L., Nasser, H., Zhou, W., Statistical model-based damage localization: A combined subspace-based and substructuring approach (2008) Struct Control Health Monitor, 15 (6), pp. 857-875; Basseville, M., Abdelghani, M., Benveniste, A., Subspace-based fault detection algorithms for vibration monitoring (2000) Automatica, 36 (1), pp. 101-109; Basseville, M., Bourquin, F., Mevel, L., Nasser, H., Treyssède, F., Handling the temperature effect in vibration monitoring: Two subspace-based analytical approaches (2010) J Eng Mech, 136 (3), pp. 367-378; Basseville, M., Mevel, L., Goursat, M., Statistical model-based damage detection and localization: Subspace-based residuals and damage-to-noise sensitivity ratios (2004) J Sound Vibration, 275 (3), pp. 769-794; Bernal, D., Kalman filter damage detection in the presence of changing process and measurement noise (2013) Mech Syst Signal Process, 39 (1-2), pp. 361-371; Brownjohn, J., de Stefano, A., Xu, Y., Wenzel, H., Aktan, A., Vibration-based monitoring of civil infrastructure: Challenges and successes (2011) J Civil Struct Health Monitor, 1 (3), pp. 79-95; Carden, E., Fanning, P., Vibration based condition monitoring: A review (2004) Struct Health Monitor, 3 (4), pp. 355-377; Döhler, M., Hille, F., Subspace-based damage detection on steel frame structure under changing excitation (2014) Proceedings of 32Nd International Modal Analysis Conference, , Orlando, FL, USA; Döhler, M., Hille, F., Mevel, L., Rücker, W., Structural health monitoring with statistical methods during progressive damage test of S101 Bridge (2014) Eng Struct, 69, pp. 183-193; Döhler, M., Mevel, L., Subspace-based fault detection robust to changes in the noise covari-ances (2013) Automatica, 49 (9), pp. 2734-2743; Döhler, M., Mevel, L., Hille, F., Subspace-based damage detection under changes in the ambient excitation statistics (2014) Mech Syst Signal Process, 45 (1), pp. 207-224; Döhler, M., Mevel, L., Zhang, Q., Fault detection, isolation and quantification from Gaussian residuals with application to structural damage diagnosis (2016) Ann Rev Control, 42, pp. 244-256; Fan, W., Qiao, P., Vibration-based damage identification methods: A review and comparative study (2011) Struct Health Monitor, 10 (1), pp. 83-111; Farrar, C., Worden, K., An introduction to structural health monitoring (2007) Philoso Trans Royal Soc a Math Phys Eng Sci, 365 (1851), pp. 303-315; Hille, F., Petryna, Y., Rücker, W., Subspace-based detection of fatigue damage on a steel frame laboratory structure for offshore applications (2014) Proceedings of the 9Th International Conference on Structural Dynamics, EURODYN, 2014. , Porto, Portugal, July 2014; Juang, J.N., (1994) Applied System Identification, , Prentice Hall, Englewood Cliffs, NJ, USA; Kullaa, J., Damage detection of the Z24 Bridge using control charts (2003) Mech Syst Signal Process, 17 (1), pp. 163-170; Ramos, L., Marques, L., Lourenço, P., de Roeck, G., Campos-Costa, A., Roque, J., Monitoring historical masonry structures with operational modal analysis: Two case studies (2010) Mech Syst Signal Process, 24 (5), pp. 1291-1305; Rytter, A., (1993) Vibrational Based Inspection of Civil Engineering Structures, , Ph.D. thesis, Aal-borg University, Denmark; (2015), www.svibs.com; (2009) Progressive Damage Test S101 Flyover Reibersdorf/Draft, , Tech. Rep. 08/2308, VCE; Worden, K., Manson, G., Fieller, N., Damage detection using outlier analysis (2000) Jsound Vibr, 229 (3), pp. 647-667; Yan, A., de Boe, P., Golinval, J., Structural damage diagnosis by Kalman model based on stochastic subspace identification (2004) Struct Health Monitor, 3 (2), pp. 103-119","Döhler, M.; Inria, France; email: michael.doehler@inria.fr",,,"Springer Netherlands",,,,,22138986,,,,"English","Intelligent Syst. Control Autom. Sci. Eng.",Article,"Final","All Open Access, Green",Scopus,2-s2.0-85072298002
"Wang X., Niederleithinger E., Hindersmann I.","57206604163;6504803454;56189625000;","The installation of embedded ultrasonic transducers inside a bridge to monitor temperature and load influence using coda wave interferometry technique",2022,"Structural Health Monitoring","21","3",,"913","927",,5,"10.1177/14759217211014430","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85106323565&doi=10.1177%2f14759217211014430&partnerID=40&md5=0e21d5c73c4cb2d609737d783611486e","Department of Non-Destructive Testing (NDT) Methods for Civil Engineering, German Federal Institute for Materials Research and Testing (BAM), Berlin, Germany; German Federal Highway Research Institute (BASt), Bergisch Gladbach, Germany","Wang, X., Department of Non-Destructive Testing (NDT) Methods for Civil Engineering, German Federal Institute for Materials Research and Testing (BAM), Berlin, Germany; Niederleithinger, E., Department of Non-Destructive Testing (NDT) Methods for Civil Engineering, German Federal Institute for Materials Research and Testing (BAM), Berlin, Germany; Hindersmann, I., German Federal Highway Research Institute (BASt), Bergisch Gladbach, Germany","This article presents a unique method of installing a special type of embedded ultrasonic transducers inside a 36-m-long section of an old bridge in Germany. A small-scale load test was carried out by a 16 ton truck to study the temperature and load influence on the bridge, as well as the performance of the embedded transducers. Ultrasonic coda wave interferometry technique, which has high sensitivity in detecting subtle changes in a heterogeneous medium, was used for the data evaluation and interpretation. The separation of two main influence factors (load effect and temperature variation) is studied, and future applications of wave velocity variation rate (Formula presented.) for structural health condition estimation are discussed. As a preliminary research stage, the installation method and the performance of the ultrasonic transducer are recognized. Load- and temperature-induced weak wave velocity variations are successfully detected with a high resolution of 10−4%. The feasibility of the whole system for long-term structural health monitoring is considered, and further research is planned. © The Author(s) 2021.","bridge; coda wave interferometry; embedded transducer; Structural health monitoring; ultrasound","Acoustic wave velocity; Interferometry; Load testing; Structural health monitoring; Ultrasonic testing; Wave propagation; Coda wave interferometry; Coda waves; Embedded transducers; High sensitivity; Interferometry technique; Performance; Small scale; Velocity variations; Wave interferometry; Wave velocity; Ultrasonic transducers",,,,,"Horizon 2020 Framework Programme, H2020: 676139; Bundesanstalt für Straßenwesen, BASt","This research object was supported by BASt (German Federal Highway Research Institute). Thank you Mr. Peter Haardt and Mrs. Iris Hindersmann from BASt for providing me with convenience. Thank you Mr. Marco Lange and Mr. Heiko Stolpe from BAM for helping me install the transducers. Thank you Daniel Fontoura Barroso for developing the thermistor data acquisition module.","The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: This research work was performed within the European project INFRASTAR, Innovation and Networking for Fatigue and Reliability Analysis of Structures-Training for Assessment of Risk (infrastar.eu), which has received funding from the European Union’s Horizon 2020 research and innovation program under the Marie Skłodowska-Curie Grant No. 676139.",,,,,,,,,"Rehman, S.K.U., Ibrahim, Z., Memon, S.A., Nondestructive test methods for concrete bridges: a review (2016) Constr Build Mater, 107, pp. 58-86; Cawley, P., Structural health monitoring: closing the gap between research and industrial deployment (2018) Struct Health Monit, 17 (5), pp. 1225-1244; Kromanis, R., Kripakaran, P., SHM of bridges: characterising thermal response and detecting anomaly events using a temperature-based measurement interpretation approach (2016) J Civ Struct Health Monit, 6 (2), pp. 237-254; 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Health Monit.",Article,"Final","All Open Access, Hybrid Gold",Scopus,2-s2.0-85106323565
"Shekhar S., Ghosh J.","57194085009;34869853000;","Improved Component-Level Deterioration Modeling and Capacity Estimation for Seismic Fragility Assessment of Highway Bridges",2021,"ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering","7","4","04021053","","",,5,"10.1061/AJRUA6.0001154","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85112092328&doi=10.1061%2fAJRUA6.0001154&partnerID=40&md5=0d6048d29730d2ad748e25f094b23ab8","Dept. of Civil Engineering, Birla Institute of Technology and Science, Pilani-Hyderabad Campus, Telangana, Hyderabad, 500078, India; Dept. of Civil Engineering, Indian Institute of Technology Bombay, Maharashtra, Mumbai, 400076, India","Shekhar, S., Dept. of Civil Engineering, Birla Institute of Technology and Science, Pilani-Hyderabad Campus, Telangana, Hyderabad, 500078, India; Ghosh, J., Dept. of Civil Engineering, Indian Institute of Technology Bombay, Maharashtra, Mumbai, 400076, India","This paper presents a novel vector-based seismic vulnerability assessment methodology for deteriorating highway bridges by uniquely accounting for realistic deterioration of key structural components. The proposed framework offers notable enhancement over the state-of-the-art procedures that assume simplified and often unrealistic deterioration models of bridge components and promote inflexible unidimensional fragility curves for vulnerability assessment of aging bridge structures. Based on available data from past field investigation reports and laboratory experiments, this study proposes improved deterioration models that specifically encompass pitting corrosion of embedded reinforcing bars in columns under chloride attacks and necking failure of bearing anchor bolts. These deterioration models are incorporated within the finite element modeling of aging bridge components to develop multidimensional seismic demand estimates, capacity limit states, and parameterized seismic fragility functions using modern statistical learning algorithms. As a case study example, such vector-based fragility functions conditioned on a multitude of parameters are developed for the popular multi-span continuous steel girder highway bridge class of Central and Southeastern US. Twofold findings from the case -study reveal (1) the criticality of incorporating realistic deterioration modeling of critical bridge components for seismic vulnerability assessment, and (2) convenient utilization of parameterized seismic fragility functions by stakeholders and bridge engineers for prompt retrofit and rehabilitation decisions of aging highway bridges within the transportation infrastructure. Demonstrative examples reveal 25% and 10% overestimation of complete damage state median fragility for 75 year old bridge column and system, respectively, using the conventional modeling techniques when compared to the proposed improved deterioration models. © 2021 American Society of Civil Engineers.","Aging and deterioration; Necking failure of bearings; Parameterized seismic fragility; Pitting corrosion; Statistical learning","Anchor bolts; Bridge components; Chlorine compounds; Deterioration; Learning algorithms; Pitting; Seismology; Conventional modeling; Deterioration modeling; Embedded reinforcing bars; Laboratory experiments; Seismic vulnerability; State-of-the-art procedures; Transportation infrastructures; Vulnerability assessments; Highway bridges",,,,,,,,,,,,,,,,"Akiyama, M., Frangopol, D.M., Estimation of steel weight loss due to corrosion in RC members based on digital image processing of X-ray photogram (2012) Proc. 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"Silva A.L.L., Correia J.A.F.O., Xin H., Lesiuk G., De Jesus A.M.P., Augusto Fernandes A., Berto F.","57207954410;35168869200;55596870600;33767847900;57195754611;36947947400;10042142600;","Fatigue strength assessment of riveted details in railway metallic bridges",2021,"Engineering Failure Analysis","121",,"105120","","",,5,"10.1016/j.engfailanal.2020.105120","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85097585223&doi=10.1016%2fj.engfailanal.2020.105120&partnerID=40&md5=6cf391fd2abdf108e25e609933e35dce","INEGI, Faculty of Engineering, University of Porto, Porto, 4200-465, Portugal; CONSTRUCT, Faculty of Engineering, University of Porto, Porto, 4200-465, Portugal; School of Human Settlements and Civil Engineering, Xi'an Jiaotong University, Xi'an, China; Department of Mechanics, Materials and Biomedical Engineering, Wrocław University of Science and Technology, Smoluchowskiego 25, Wrocław, 50-370, Poland; Department of Mechanical and Industrial Engineering, Norwegian University of Science and Technology (NTNU), Norway","Silva, A.L.L., INEGI, Faculty of Engineering, University of Porto, Porto, 4200-465, Portugal; Correia, J.A.F.O., CONSTRUCT, Faculty of Engineering, University of Porto, Porto, 4200-465, Portugal; Xin, H., School of Human Settlements and Civil Engineering, Xi'an Jiaotong University, Xi'an, China; Lesiuk, G., Department of Mechanics, Materials and Biomedical Engineering, Wrocław University of Science and Technology, Smoluchowskiego 25, Wrocław, 50-370, Poland; De Jesus, A.M.P., INEGI, Faculty of Engineering, University of Porto, Porto, 4200-465, Portugal; Augusto Fernandes, A., INEGI, Faculty of Engineering, University of Porto, Porto, 4200-465, Portugal; Berto, F., Department of Mechanical and Industrial Engineering, Norwegian University of Science and Technology (NTNU), Norway","There are many old riveted bridges constructed 100–150 years ago around the world. In Portugal, it is counted that about 100 riveted bridges, which were built based on traffic intensity and vehicle weight, are no longer suitable nowadays. However, mainly due to economic reasons, those riveted bridges are still in service. Thus, the remaining performance is suggested to be accurately evaluated to determine possible repairs. However, the fatigue performance investigation of such riveted joints in old bridges is relatively limited. Then, fatigue assessment concerning the riveted joint is not contemplated in the current standard as EC3. This paper presents an experimental campaign of riveted joints. Three types of riveted connections are conducted to obtain the fatigue behaviour. Then experimental results, and its design curves obtained based on the ASTM E739 standard, are compared to S-N design curves, suggested for riveted connection. The fatigue strength predicted from class 71 in EC3 is lower than it obtained from test results. © 2020 Elsevier Ltd","Experimental Campaign; Fatigue Strength; Railway Bridges; Riveted Joints; Statistical analysis","Fatigue testing; Experimental campaign; Fatigue assessments; Fatigue behaviour; Fatigue performance; Fatigue strength; Fatigue strength assessment; Riveted connections; Traffic intensity; Fatigue of materials",,,,,"Fundação para a Ciência e a Tecnologia, FCT: POCI-01-0145-FEDER-030103; Ministério da Ciência, Tecnologia e Ensino Superior, MCTES: UIDB/04708/2020; Research Fund for Coal and Steel, RFCS: RFSR-CT-2009-00027, SFRH/BD/72434/2010; Institute of Research and Development in Structures and Construction","This research was supported and funded by: RFCS Project called FADLESS - Fatigue Damage Control and Assessment for Railway Bridges (RFSR-CT-2009-00027); Ph.D. Scholarship (SFRH/BD/72434/2010) provided by FCT to the second author; project grant (POCI-01-0145-FEDER-030103) FiberBridge - Fatigue strengthening and assessment of railway metallic bridges using fiber-reinforced polymers by FEDER funds through COMPETE2020 (POCI) and by national funds (PIDDAC) through the Portuguese Science Foundation (FCT/MCTES); and, base funding - UIDB/04708/2020 and programmatic funding - UIDP/04708/2020 of the CONSTRUCT - Instituto de I&D em Estruturas e Construções - funded by national funds through the FCT/MCTES (PIDDAC). The support of the Portuguese railway agency REFER (currently, Infrastructures of Portugal - IP), is also acknowledged. The publication has been prepared as a part of the Support Programme of the Partnership between Higher Education and Science and Business Activity Sector financed by City of Wroclaw.",,,,,,,,,,"Mohammad, A.E., Fatigue in Riveted Railway Bridges (2002), Chalmers University of Technology PhD Thesis; Crocetti, R., On some fatigue problems related to steel bridges (2001) Chalmers University of Technology; Åkesson, B., Fatigue Life of Riveted Railway Bridges (1994), Chalmers University of Technology PhD Thesis; Xin, H., Correia, J.A.F.O., Veljković, M., three-dimensional Fatigue Crack Propagation Simulation Using Extended Finite Element Methods for Steel Grades S355 and S690 Considering Mean Stress Effects (2020) Engineering Structures. 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Natal, Brazil; De Jesus, A.M.P., Pinto, H., Fernández-Canteli, A., Castillo, E., Correia, J.A.F.O., Fatigue assessment of a riveted shear splice based on a probabilistic model (2010) Int. J. Fatigue, 32, pp. 453-462","Xin, H.; School of Human Settlements and Civil Engineering, China; email: xinhaohui@xjtu.edu.cn",,,"Elsevier Ltd",,,,,13506307,,EFANE,,"English","Eng. Fail. Anal.",Article,"Final","",Scopus,2-s2.0-85097585223
"Chen B., Yang Y., Zhou J., Zhuang Y., McFarland M.","55723031600;57218647599;57218649877;36770016700;57218646619;","Damage detection of underwater foundation of a Chinese ancient stone arch bridge via sonar-based techniques",2021,"Measurement: Journal of the International Measurement Confederation","169",,"108283","","",,5,"10.1016/j.measurement.2020.108283","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85089905198&doi=10.1016%2fj.measurement.2020.108283&partnerID=40&md5=e56c2a893070da4396b270ecd5efbb84","Department of Civil Engineering, Zhejiang University City College, Hangzhou, 310015, China; Department of Architectural Engineering, Zhejiang College of Construction310015, China; Yangtze Delta Institute of Urban Infrastructure, Hangzhou, 310015, China; Institute of Architectural Engineering, Zhejiang University of Technology, Hangzhou, 310023, China","Chen, B., Department of Civil Engineering, Zhejiang University City College, Hangzhou, 310015, China, Yangtze Delta Institute of Urban Infrastructure, Hangzhou, 310015, China; Yang, Y., Department of Architectural Engineering, Zhejiang College of Construction310015, China, Yangtze Delta Institute of Urban Infrastructure, Hangzhou, 310015, China; Zhou, J., Yangtze Delta Institute of Urban Infrastructure, Hangzhou, 310015, China; Zhuang, Y., Institute of Architectural Engineering, Zhejiang University of Technology, Hangzhou, 310023, China; McFarland, M., Institute of Architectural Engineering, Zhejiang University of Technology, Hangzhou, 310023, China","The underwater bridge foundation is critical for the structural safety of bridges, especially the ancient ones. Generally, there is no accurate design details stored for most ancient bridges and the damage detection process must be Nondestructive Testing (NDT). This paper applied sonar-based techniques to the damage detection of the underwater foundation of a Chinese ancient stone arch bridge. A multi-beam sounder was used to measure the river bottom topography of the bridge bottom. The bottom sediment and submerged obstacles of the bridge with both sides were scanned to investigate the state of the wooden stake exposed and the appearance of strip stone foundation. The scour situation of the underwater foundation in combination with the results of multi-beam sounding was analyzed. The underwater foundation was scanned by the underwater 3D sonar imaging technology. The testing results show that: (1) It is inferred that the bottom of Gongchen bridge was originally filled with wooden piles. Due to river erosion and ship bottom scraping, the upper part of the wooden piles in the middle hole of the bridge are damaged to some extent; (2) Because of the influence of passing ships, the riverbed of the middle hole of the bridge was sunken, and the wooden piles of the middle hole are seriously damaged, which affects the stability of the expanded foundation of the strip stone; (3) The height difference of the riverbed between the middle hole and the two side holes is obvious, and the significant lateral pressure was generated. Thus, it is easy to cause instability of the wooden pile foundation; (4) The striated stone foundations of the east and west bridge piers of the middle hole are damaged due to the impact of passing ships, partial collapse and defect. In order to avoid instability, repair and reinforcement should be carried out as soon as possible; (5) The sonar-based techniques can detect the damage of underwater bridges structures, so as to provide an important reference for the safety analysis of the bridge structure. © 2020","Ancient stone arch bridge; Nondestructive Testing; Sonar-based techniques; Underwater foundation","Arch bridges; Arches; Damage detection; Foundations; Piles; Scour; Ships; Sonar; Topography; Underwater acoustics; Underwater foundations; Underwater imaging; Wooden construction; Bottom topography; Bridge foundation; Bridge structures; Detection process; Lateral pressures; Stone-arch bridges; Structural safety; Submerged obstacles; Nondestructive examination",,,,,,,,,,,,,,,,"(1993), Nature, & Jing, Bridge and culvert hydrology, Tongji University Press; Smith, D.W., Why do bridges fail? (1977) Civ. Eng., 47 (11); Richardson, E.V., Davis, S.R., (2001), Evaluating scour at bridges (HEC-18). 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"Ademović N., Kurtović A.","55539218100;23397387900;","Influence of planes of anisotropy on physical and mechanical properties of freshwater limestone (Mudstone)",2021,"Construction and Building Materials","268",,"121174","","",,5,"10.1016/j.conbuildmat.2020.121174","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85096403481&doi=10.1016%2fj.conbuildmat.2020.121174&partnerID=40&md5=be4bf3fba52bedc7fb1ede25041780e2","The University of Sarajevo, Faculty of Civil Engineering, Patriotske lige 30, Sarajevo, 71000, Bosnia and Herzegovina","Ademović, N., The University of Sarajevo, Faculty of Civil Engineering, Patriotske lige 30, Sarajevo, 71000, Bosnia and Herzegovina; Kurtović, A., The University of Sarajevo, Faculty of Civil Engineering, Patriotske lige 30, Sarajevo, 71000, Bosnia and Herzegovina","The formation of the freshwater lakes and travertine limestone was caused by the tectonic depression, which occurred in the Dinarides during the Miocene. This stone has been exploited and used since far back on the territory of Bosnia and Herzegovina as a building stone and for different architectural purposes. Most of the investigations were concentrated on the “tenelija” stone due to its massive use and construction of the famous Stari Most (Old Bridge) in Mostar. Not much investigation was devoted to “miljevina” (mudstone) which belongs to the same petrographic type. This is a soft carbonate rock that is highly porous, has small density, relatively low strengths, poor wear resistance, and low resistance to frost. In this paper, the influence of layers (planes of anisotropy - foliation) of the mudstone was investigated. Within an experimental campaign, numerous sets of tests were performed on different samples. Tests include uniaxial compressive strength (UCS) on cube and cylinder specimens, flexural strength under concentrated load and constant moment, tensile strength based on Brazilian tests, determination of Young's modulus, modulus of deformations, and Poisson ratio. Prediction of UCS and Young's modulus, as elastic mechanical characteristics, represent the main goal in engineering projects. Additionally, the influence of sample conditions and planes of anisotropy was investigated. Results have been compared and correlations are established. As a result, a new relation between uniaxial compressive strength obtained on cube and cylinder samples for a stone of low compressive strength is proposed. © 2020 Elsevier Ltd","Brazilian tests; Mudstone; Planes of anisotropy – foliation; Poisson ratio; Uniaxial compressive strength; Young's modulus","Anisotropy; Bridges; Building materials; Cylinders (shapes); Elastic moduli; Lime; Limestone; Tensile strength; Water; Wear resistance; Bosnia and herzegovina; Engineering project; Experimental campaign; Fresh water lakes; Low compressive strengths; Mechanical characteristics; Physical and mechanical properties; Uniaxial compressive strength; Compressive strength",,,,,,,,,,,,,,,,"Marijanović, P., Postanak, P., (2007), pp. 93-111. , transport i klesanje stećaka. Herc. God. Kult. Pov. Nas. 21:; Colback, P.S.B., Wild, B.L., The influence of moisture content on the compressive strength of rock. 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Natural stone test methods-Determination of flexural strength under constant moment, CEN, Brussels; C880/C880M-18, A.S.T.M., (2018), www.astm.org, Standard Test Method for Flexural Strength of Dimension Stone, ASTM International, West Conshohocken, PA; Naggatz, S.G., Gerns, A.E., (2007), 4. , Full-scale Flexural Strength Testing for Stone Cladding Design, Journal of ASTM International, No. 7 Paper ID JAI100845, pp.1–10 in Hoigard, K. R., Scheffler, M.J., Dimension Stone Use in Building Construction, (ASTM special technical publication, 1499), 080314492X; Fernandes, J.C., Pires, V., Amaral, P.M., Rosa, L.G., (2010), www.scientific.net/MSF.636-637.1336, Analysis of Strength Scaling Effect in Portuguese Limestone: Comparison between Three and Four-Point Bending Tests, Mater. Sci. 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Environ. 74 (3); Hassanvand, M., Moradi, S., Fattahi, M., Zargar, G., Kamari, M., Estimation of rock uniaxial compressive strength for an Iranian carbonate oil reservoir: Modeling vs. artificial neural network application (2018) Petroleum Research, 3 (4), pp. 336-345; Aboutaleb, S., Behnia, M., Bagherpour, R., Bluekian, B., Using non-destructive tests for estimating uniaxial compressive strength and static Young's modulus of carbonate rocks via some modeling techniques (2018) Bull Eng Geol Environ, 77 (4), pp. 1717-1728; Bilopavlović, V., Šaravanja, K., Pekić, S., Testing of petrographic, physical and mechanical properties of the “tenelija” and “miljevina” stones (2013) E-zbornik., 6, pp. 104-111; JUS, B., (1957), B8.010 Testing of natural stone. Absorption of water, Official Gazette FNRJ No. 29/1957; Federal Standardization Commission 1957; JUS, B., (1980), B8.010 Testing of natural stone. 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Testing of compressive strength, Official Gazette no. 6/87; Federal Institute for Standardization","Ademović, N.; The University of Sarajevo, Patriotske lige 30, Bosnia and Herzegovina; email: naidadem@yahoo.com",,,"Elsevier Ltd",,,,,09500618,,CBUME,,"English","Constr Build Mater",Article,"Final","",Scopus,2-s2.0-85096403481
"Battagliere M.L., Tapete D., Lenti F., Santese D., Fasano L.","16315266800;55221777800;57203359258;57326478500;57188588723;","High resolution X-band SAR sensors: Applications and trends for infrastructure monitoring in the framework of ASI's initiatives",2021,"Proceedings of SPIE - The International Society for Optical Engineering","11863",,"118630J","","",,5,"10.1117/12.2598907","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85118684346&doi=10.1117%2f12.2598907&partnerID=40&md5=4f035e7ca5803f6ecab238b6c437919b","Italian Space Agency (ASI), Via del Politecnico, Rome, 00133, Italy; Italian Space Agency (ASI), C.da Terlecchie, Matera, 75100, Italy","Battagliere, M.L., Italian Space Agency (ASI), Via del Politecnico, Rome, 00133, Italy; Tapete, D., Italian Space Agency (ASI), Via del Politecnico, Rome, 00133, Italy; Lenti, F., Italian Space Agency (ASI), Via del Politecnico, Rome, 00133, Italy; Santese, D., Italian Space Agency (ASI), C.da Terlecchie, Matera, 75100, Italy; Fasano, L., Italian Space Agency (ASI), Via del Politecnico, Rome, 00133, Italy","In the last decades the scientific community has increasingly used satellite Synthetic Aperture Radar (SAR) data to improve the understanding of geophysics phenomena in many fields (e.g. geology, hydrology, glaciology, climatology, volcanology) as well as in civilian and environmental engineering. In this context, an additional step forward was provided by the new generation of X-Band very high-resolution SAR sensors, such as those hosted onboard the Italian COSMO-SkyMed (CSK) satellites, able to provide an exceptional capability of collecting dense interferometric data stacks in a short time interval (i.e. few months) with a resolution allowing to monitor single facilities in detail. In many case studies, the available CSK historical series of displacements highlighted the presence of localized deformation points, for example affecting cultural heritage buildings or of potential concern for the stability of bridges and railway networks. This highlights the maturity achieved by this technology widely used also by municipalities and public bodies for monitoring structures and infrastructures. Since 2008, ASI has strongly supported the exploitation of this kind of satellite data and in 2015, following the previous successful experiences, decided to encourage the international scientific community and the national Small and Medium Enterprises (SMEs) through two dedicated ""COSMO-SkyMed Open Call""initiatives. In this framework, this paper presents some selected case studies for structure and infrastructure monitoring and the related results, focusing the discussion on the recent developments and observed trends for both scientific and commercial communities, at both national and international levels. © COPYRIGHT SPIE. Downloading of the abstract is permitted for personal use only.","High resolution SAR sensors; Infrastructure monitoring; Interferometry; Mission Data Exploitation; Remote Sensing","Interferometry; Satellites; Space-based radar; Synthetic aperture radar; Case-studies; High resolution; High resolution synthetic aperture radar; High resolution synthetic aperture radar sensor; Infrastructure monitoring; Mission data exploitation; Radar sensors; Remote-sensing; Scientific community; X-band synthetic aperture radars; Remote sensing",,,,,,,,,,,,,,,,"D?Aranno, P.J.V., Di Benedetto, A., Fiani, M., Marsella, M., Moriero, I., Palenzuela Baena, J.A., An Application of Persistent Scatterer Interferometry (PSI) Technique for Infrastructure Monitoring (2021) Remote Sens, 13, p. 1052. , https://doi.org/10.3390/rs13061052; Gargliardi, V., Bridge monitoring and assessment by high-resolution satellite remote sensing technologies (2020) Proc. SPIE, 11525, pp. 1152506-1152510; Oddone, Axel, Satellite SAR data exploitation: innovations and potentialities for Earth Observation advanced monitoring and servicing Proc. 2021-IEEE International Geoscience and Remote Sensing Symposium (IGARSS); Battagliere, M.L., Satellite X-band SAR data exploitation trends in the framework of ASI?s COSMOSkyMed Open Call initiative (2021) Procedia Computer Science, 181, pp. 1041-1048. , www.sciencedirect.com, at; Lorusso, R., Fasano, L., Dini, Luigi, Facchinetti, C., Varacalli, G. N., COSMO-SkyMed di Seconda Generazione-civilian product specifications (2018) Proc. 69th International Astronautical Congress, pp. 1-15. , paper IAC-18-B1.2.131, Bremen, Germany, October; Singhroy, V., Advances in Remote Sensing for Infrastructure monitoring (2020), Springer Remote Sensing/Photogrammetry. Singapore; Nutricato, R., COSMO-SkyMed multi-Temporal SAR interferometry over liguria region for environmental monitoring and risk management (2015) 2015 IEEE International Geoscience and Remote Sensing Symposium (IGARSS), pp. 1405-1408; Bianchini Ciampoli, L., Gagliardi, V., Clementini, C., Transport Infrastructure Monitoring by InSAR and GPR Data Fusion (2020) Surv Geophys, 41, pp. 371-394. , https://doi.org/10.1007/s10712-019-09563-7; Bianchini Ciampoli, L., Gagliardi, V., Ferrante, C., Calvi, A., D?Amico, F., Tosti, F., Displacement Monitoring in Airport Runways by Persistent Scatterers SAR Interferometry (2020) Remote Sens, 12, p. 3564. , https://doi.org/10.3390/rs12213564",,"Schulz K.Michel U.Nikolakopoulos K.G.","The Society of Photo-Optical Instrumentation Engineers (SPIE)","SPIE","Earth Resources and Environmental Remote Sensing/GIS Applications XII 2021","13 September 2021 through 17 September 2021",,173227,0277786X,9781510645707,PSISD,,"English","Proc SPIE Int Soc Opt Eng",Conference Paper,"Final","",Scopus,2-s2.0-85118684346
"Zhu X., Takimoto K., Tanaka H., Okubo N., Higashiyama H.","56303252200;56625663600;55844403900;57217077307;23984757800;","Properties of an innovative shear connector in a steel-concrete composite slab",2020,"Journal of Constructional Steel Research","172",,"106165","","",,5,"10.1016/j.jcsr.2020.106165","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85086077161&doi=10.1016%2fj.jcsr.2020.106165&partnerID=40&md5=94df35e0a72742b188230098a392aca7","Institute of Technology, Shimizu Corporation, Japan; Technical Headquarters, FaB-Tec Japan corporation, Japan; Department of Civil and Environmental Engineering, Kindai University, Japan","Zhu, X., Institute of Technology, Shimizu Corporation, Japan; Takimoto, K., Institute of Technology, Shimizu Corporation, Japan; Tanaka, H., Institute of Technology, Shimizu Corporation, Japan; Okubo, N., Technical Headquarters, FaB-Tec Japan corporation, Japan; Higashiyama, H., Department of Civil and Environmental Engineering, Kindai University, Japan","The number of aging bridges in Japan is increasing, and steel-concrete composite slabs are commonly used in replacement work due to their durability and associated savings in construction time. Due to the limited capacities of existing bridge columns, replacement of the old bridge deck with a lightweight alternative is preferable. This study proposes an innovative steel-concrete composite slab with a thickness of 180 mm consisting of lightweight aggregate concrete (LWAC) and rectangular steel pipes (RSPs) as a new type of shear connector. The total weight could be reduced by about 20% from that of steel-concrete composite slabs. To investigate the shear properties of RSP, a push-out test was conducted on three specimens with static loading and five with fatigue loading. The static experimental results showed that the shear capacity of the RSPs could be determined by cracks, which occurred near the weld zone. Two failure patterns, RSP cracks and weld separation, were observed in the different specimens under fatigue loading. The static shear capacity was compared with the calculated results using different C-shaped and L-shaped channel specifications, and a headed stud number equivalent to one RSP was proposed. The S[sbnd]N curve of RSP was compared with that of the headed studs, and the fatigue performance appeared to be better than that of the studs when the shear stress was below 125 MPa. The changing trend in the slip rate and the normalised stiffness of the RSP when the fatigue loading cycles increased were investigated and formulated. © 2020 Elsevier Ltd","Lightweight aggregate concrete; Push-out test; Rectangular steel pipe; Shear connector; Steel-concrete composite slab","Aggregates; Concrete aggregates; Concrete slabs; Cracks; Light weight concrete; Shear stress; Studs (structural members); Welds; Construction time; Failure patterns; Fatigue loadings; Fatigue performance; Lightweight aggregate concrete(LWAC); Limited capacity; Shear properties; Steel-concrete composite slabs; Fatigue of materials",,,,,,"The authors would like to express their appreciation for the kind support of Professor Osamu Oyama (Osaka Institute of Technology, Japan).",,,,,,,,,,"East/Middle/West Nippon Expressway Company, Japan Highway Renewal Plan (2015), http://www.e-nexco.co.jp/koushin/pdfs/150116.pdf, in Japanese; Japan Society of Civil Engineers (JSSC), Large-scale repair and renewal of steel highway bridge - Explanation and Case study. 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Steel Res., 103, pp. 101-116; Kim, S., Choi, K., Park, S., Park, S., Jung, C., Experimental shear resistance evaluation of Y-type perfobond rib shear connector (2013) J. Constr. Steel Res., 82, pp. 1-18; Kim, S., Choi, J., Park, S., Ahn, J., Jung, C., Behavior of composite girder with Y-type perfobond rib shear connectors (2014) J. Constr. Steel Res., 103, pp. 275-289; Baran, E., Topkaya, C., An experimental study on channel type shear connectors (2012) J. Constr. Steel Res., 74, pp. 108-117; Shariati, A., Shariati, M., Sulong, N.H.R., Suhatril, M., Khanouki, M.M.A., Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete (2014) Constr. Build. Mater., 52, pp. 276-283; Kim, Y., Choi, H., Lee, S., Yoon, S., Experimental and analytical investigations on the hat shaped shear connector in the steel-concrete composite flexural member (2011) Int. J. Steel Struct., 11 (1), pp. 99-107; Mazoz, A., Benanane, A., Titoum, M., Push-out tests on a new shear connector of I-shape (2013) Int. J. Steel Struct., 13 (3), pp. 519-528; Costa-Neves, L.F., Figueiredo, J.P., Vellasco, P.C.G.D.S., da Cruz Vianna, J., Perforated shear connectors on composite girders under monotonic loading: An experimental approach (2013) Eng. Struct., 56, pp. 721-737; Richard Liew, J.Y., Sohel, K.M.A., Lightweight steel–concrete–steel sandwich system with J-hook connectors (2009) Eng. Struct., 31 (5), pp. 1166-1178; Lorenc, W., Kożuch, M., Rowiński, S., The behaviour of puzzle-shaped composite dowels—part I: experimental study (2014) J. Constr. Steel Res., 101, pp. 482-499; Lorenc, W., Kożuch, M., Rowiński, S., The behaviour of puzzle-shaped composite dowels—part II: theoretical investigations (2014) J. Constr. 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Part1-1: General rules–structural rules for buildings (EN 1994-1-1) Brussels Belgium; Shima, H., Effect of test method on load-slip relationships and axial behaviours of headed stud connector (2011) Journal of Japan Society of Civil Engineers, 67, pp. 307-319. , (in Japanese); Tagawa, Y., Hiragi, H., Ogata, M., Inoue, K., Matui, S., An investigation on standard push-out test method for headed stud shear connectors (1995) J. Steel Construction Eng., 2, pp. 47-60. , 10.11273/jssc1994.2.8_47, (in Japanese); Japan Society of Civil Engineers (JSSC), Guidelines for performance based design of steel-concrete hybrid structures, Tokyo (2002); Johnson, R.P., May, I.M., Partial-interaction design of composite beams (1975) Struct. Eng., 53 (8), pp. 305-311; Xu, X., Liu, Y., Analytical prediction of the deformation behavior of headed studs in monotonic push-out tests (2019) Adv. Struct. Eng., 22 (7), pp. 1711-1726; Lin, Z., Liu, Y., He, J., Research on calculation method of shear stiffness for headed stud connectors (2014) Eng. Mech., 31 (7), pp. 85-90. , (in Chinese); Wang, Q., Liu, Y., Experimental study of shear capacity of stud connector (2013) J. Tongji University (Natural Science), 41 (5), pp. 659-663; Hobbacher, A., Basic philosophy of the new IIW recommendations on fatigue design of welded joints and components (1997) Welding in the World, 39 (5), pp. 272-278; Hobbacher, A., Recommendations for fatigue design of welded joints and components. IIW Document XIII-1823-07 / XV-1254-07 (2007); Cao, J., Shao, X., Deng, L., Gan, Y., Static and fatigue behavior of short-headed studs embedded in a thin ultrahigh-performance concrete layer (2017) J. Bridg. Eng., 22 (5); Hallam, M., The behaviour of stud shear connectors under repeated loading. Research report R281. School of Civil Engineering (1976), University of Sydney; Valente, M., Experimental studies on shear connection systems in steel and lightweight concrete composite bridges. PhD Thesis (2007), Minho University","Zhu, X.; Institute of Technology, Japan; email: xiaoxu.zhu@shimz.co.jp",,,"Elsevier Ltd",,,,,0143974X,,,,"English","J. Constr. Steel Res.",Article,"Final","",Scopus,2-s2.0-85086077161
"Wacker J.P., Dias A.M.P.G., Hosteng T.K.","7007168702;50760964400;12808047800;","100-Year Performance of Timber-Concrete Composite Bridges in the United States",2020,"Journal of Bridge Engineering","25","3","04020006","","",,5,"10.1061/(ASCE)BE.1943-5592.0001513","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077975658&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001513&partnerID=40&md5=e818b11396a49a1883fba73d6e7306a4","Forest Products Laboratory, One Gifford Pinchot Dr., Madison, WI  53726, United States; Dept. of Civil Engineering, Univ. of Coimbra, Campus II, Rua Luis Reis Santos, Coimbra, 3030-788, Portugal; National Center for Wood Transportation Structures, 2711 S. Loop Dr., Ames, IA  50010, United States","Wacker, J.P., Forest Products Laboratory, One Gifford Pinchot Dr., Madison, WI  53726, United States; Dias, A.M.P.G., Dept. of Civil Engineering, Univ. of Coimbra, Campus II, Rua Luis Reis Santos, Coimbra, 3030-788, Portugal; Hosteng, T.K., National Center for Wood Transportation Structures, 2711 S. Loop Dr., Ames, IA  50010, United States","The use of timber-concrete composite (TCC) bridges in the United States dates back to approximately 1924 when the first bridge was constructed. Since then a large number of bridges have been built, of which more than 1,400 remain in service. The oldest bridges still in service are now more than 84 years old and predominately consist of two different TCC systems. The first system is a slab-type system that includes a longitudinal nail-laminated deck composite with a concrete deck top layer. The second system is a stringer system that includes either sawn timber or glulam stringers supporting a concrete deck top layer. The records indicate that most of the TCC highway bridges were constructed during the period of 1930-1960. The study presented in this paper discusses the experience and performance of these bridge systems in the US. The analysis is based on a review of the relevant literature and databases complemented with field inspections conducted within various research projects. Along with this review, a historical overview of the codes and guidelines available for the design of TCC bridges in the US is also included. The analysis undertaken showed that TCC bridges are an effective and durable design alternative for highway bridges once they have shown a high performance level, in some situations after more than 80 years in service with a low maintenance level. © 2020 American Society of Civil Engineers.",,"Composite bridges; Highway bridges; Highway planning; Laminated composites; Stringers; Timber; Bridge systems; Design alternatives; Field inspection; First systems; Low maintenance; Performance level; Stringer systems; Timber-concrete composites; Concretes",,,,,,,,,,,,,,,,"(1949) 5th Standard Specifications for Highway Bridges, , AASHTO. Washington, DC: AASHTO; (1983) Standard Specifications for Highway Bridges 1983, , AASHTO. Washington, DC: AASHTO; (2014) LRFD Bridge Construction Specifications, , AASHTO. Washington, DC: AASHTO; (1941) Timber-concrete Composite Decks, , AWPA (American Wood Preservers Association). Birmingham, AL: AWPA; Baldock, R.H., McCullough, C.B., (1933) Loading Tests on A New Composite Type Short Span Highway Bridge Combining Concrete and Timber in Flexure, , Salem, OR: Oregon State Highway Commission; Balogh, J., Fragiacomo, M., Gutkowski, R.M., Fast, R.S., Influence of repeated and sustained loading on the performance of layered wood-concrete composite beams (2008) J. Struct. Eng., 134 (3), pp. 430-439. , https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(430); (2016) US 66 Bridge Inspection Reports, , Caltrans. Sacramento, CA: Caltrans; (2004) Design of Timber Structures - Part 1-2: General - Structural Fire Design, , CEN (European Committee for Standardization). Eurocode 5. Brussels, Belgium: CEN; (2000) Delaware's Historic Bridges, , DELDOT (Delaware Department of Transportation Division of Highways). Dover, DE: DELDOT; (2016) National Bridge Inventory, , https://www.fhwa.dot.gov/bridge/nbi.cfm, FHWA (Federal Highway Administration). Accessed June 1, 2016; Fragiacomo, M., Gutkowski, R.M., Balogh, J., Fast, R.S., Long-term behavior of wood-concrete composite floor/deck systems with shear key connection detail (2007) J. Struct. Eng., 133 (9), pp. 1307-1315. , https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1307); Gutkowski, R., Brown, K., Shigidi, A., Natterer, J., Laboratory tests of composite wood-concrete beams (2008) Constr. Build. Mater., 22 (6), pp. 1059-1066. , https://doi.org/10.1016/j.conbuildmat.2007.03.013; (2015) California Historic Route 66 - Needles to Barstow Corridor Management Plan, , Lardner & Klein. Final Draft Rep. Alexandria, VA: Lardner/Klein Landscape Architects; McCullough, C.B., Oregon tests on composite (timber-concrete) beams (1943) J. Am. Concr. Inst., 14 (5), pp. 429-440; Medusa, , https://mht.maryland.gov/secure/medusa/, MHT (Maryland Historical Trust). Accessed June 1, 2016; (2001) Inspection Reports: MD-300, K-681, D-724, WI-224, WO-491, , MHT (Maryland Historical Trust). Crownsville, MD: MHT; Richart, F.E., Williams, C.B., (1943) Tests of Composite Timber and Concrete Beams, 40, p. 62. , Urbana, IL: Univ. of Illinois at Urbana-Champaign; Rodrigues, J.N., Dias, A.M.P.G., Providência, P.M.P., Timber-concrete composite bridges: State-of-the-art review (2013) BioResources, 8 (4), pp. 6630-6649. , https://doi.org/10.15376/biores.8.4.6630-6649; Rodrigues, J.N., Providência, P., Dias, A.M.P.G., Sustainability and lifecycle assessment of timber-concrete composite bridges (2017) J. Infrastruct. Syst., 23 (1). , https://doi.org/10.1061/(ASCE)IS.1943-555X.0000310, 04016025; (2016) Transportation, , http://cms.sbcounty.gov/dpw/Transportation.aspx, SBC (San Bernardino County). Accessed June 15, 2016; Seiler, J.F., Design of composite slab highway bridge deck (1933) Wood Preserving News, XI, , December 1, 1993; Seiler, J.F., New type of composite beam (1933) Wood Preserving News, XI, , November 1, 1933; Seiler, J.F., Composite bridge deck under traffic on Tampa-Clearwater project (1934) Wood Preserving News, XII, , October 1, 1993; (1953) Rigid Specifications Mark Bridge Jobs for Forest Service., , TIM-PRESS. Portland, OR: Timber Structures; (1958) Form TSB 3-5000-858., , TSI. Portland, OR: Timber Structures; Van Der Linden, M., (1999) Timber Concrete Composite Floors, , Ph.D. thesis, Dept. of Civil Engineering Faculty, Steel and Timber, Delft Univ. of Technology; Wacker, J.P., Bradshaw, B.K., Williamson, T.G., Jones, P.D., Smith, M.S., Hosteng, T.K., Strahl, D.L., Gopu, V.J., Service life assessment of timber highway bridges in USA climate zones (2014) Proc. World Conf. On Timber Engineering, , Quebec City, Canada: World Conference on Timber Engineering; Weaver, C.A., Davids, W.G., Dagher, H.J., Testing and analysis of partially composite fiber-reinforced polymer-glulam-concrete bridge girders (2004) J. Bridge Eng., 9 (4), pp. 316-325. , https://doi.org/10.1061/(ASCE)1084-0702(2004)9:4(316); Composite construction shows marked increase in Chesapeake region (1938) Wood Preserving News XVI, , WPN (Wood Preserving News). June 1, 1938; US Navy constructs composite deck bridge in record time (1941) Wood Preserving News, XIX, , WPN (Wood Preserving News). May 1, 1941; Yeoh, D., Fragiacomo, M., Carradine, D., Fatigue behaviour of timber-concrete composite connections and floor beams (2013) Eng. Struct., 56, pp. 2240-2248. , https://doi.org/10.1016/j.engstruct.2013.08.042, NOV; Yeoh, D., Fragiacomo, M., De Franceschi, M., Boon, K.H., State of the art on timber-concrete composite structures: Literature review (2011) J. Struct. Eng., 137 (10), pp. 1085-1095. , https://doi.org/10.1061/(ASCE)ST.1943-541X.0000353","Dias, A.M.P.G.; Dept. of Civil Engineering, Rua Luis Reis Santos, Portugal; email: alfgdias@dec.uc.pt",,,"American Society of Civil Engineers (ASCE)",,,,,10840702,,JBENF,,"English","J Bridge Eng",Article,"Final","",Scopus,2-s2.0-85077975658
"Srbić M., Ivanković A.M., Brozović T.","36715658300;56099924400;57210707141;","Bending moment curvature relationship as an indicator of seismic resistance of older bridge piers",2019,"Gradjevinar","71","6",,"481","488",,5,"10.14256/JCE.2581.2018","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85071234819&doi=10.14256%2fJCE.2581.2018&partnerID=40&md5=3f1d8c5ec641fb38e39ee040f547cc4b","University of Zagreb, Faculty of Civil Engineering, Croatia; Institut IGH, Croatia","Srbić, M., University of Zagreb, Faculty of Civil Engineering, Croatia; Ivanković, A.M., University of Zagreb, Faculty of Civil Engineering, Croatia; Brozović, T., Institut IGH, Croatia","In seismic areas, it is recommended to design bridges characterized by ductile behaviour. A large number of existing bridges designed according to outdated standards, without guidelines for ductile behaviour detailing, can be found in seismically active areas. The level of ductility exhibited by these bridges is unknown. A crucial seismic performance indicator for older bridges with piers containing smooth reinforcing bars, i.e. the bending moment-curvature curve (M-j curve), is considered in this paper. The results of analytical, experimental and numerical approaches for determining the M-j curve are compared, and conclusions on the effect of smooth reinforcement slippage are presented. © 2019 Union of Croatian Civil Engineers and Technicians. All rights reserved.","Bending moment; Curvature; Old bridge; Seismic resistance; Smooth reinforcement",,,,,,,,,,,,,,,,,"Panagiotakos, T.B., Fardis, M.N., Deformations of reinforced concrete members at yielding and ultimate (2001) ACI Struct J, 98, pp. 135-148; Paulay, T., Priestley, N., (1992) Seismic Design of Reinforced Concrete and Masonry Buildings, , https://doi.org/10.1002/9780470172841, John Wiley & Sons, Inc; Biskinis, D., Fardis, M.N., Deformations at flexural yielding of members with continuous or lap-spliced bars (2010) Structural Concrete, 11 (3), pp. 127-138; Biskinis, D., Fardis, M.N., Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars (2010) Structural Concrete, 11 (2), pp. 93-108; Priestley, M.J.N., Calvi, G.M., (2007) Displacement Based Seismic Design of Structures; Franetović, M., Mandić Ivanković, A., Radić, J., Seismic assessment of existing reinforced concrete arch bridges (2014) GRAĐEVINAR, 66 (8), pp. 691-703. , https://doi.org/10.14256/JCE.1073.2014; Paraskeva, T.S., Kappos, A.J., Further development of a multimodal pushover analysis procedure for seismic assessment of bridges (2010) Earthquake Engineering and Structural Dynamics, 39 (2), pp. 211-222; Mandić Ivankovic, A., Srbic, M., Radic, J., Performance indicators in assessment of concrete arch bridges Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks, pp. 301948-301955. , Túlio N. Bittencourt; Dan M.Frangopol; André T. Beck (ed.).London, UK: CRC Press /Balkema, IABMAS2016; Mandić Ivanković, A., Srbić, M., Radić, J., Seismic performance of concrete arch bridges (2016) Performance-Based Approaches for Concreete Structures, pp. 237-238. , Beushausen. Cape Town, South Africa: FIB; Mandić Ivanković, A., Srbić, M., Franetović, M., Performance of existing concrete arch bridges (2015) IABSE Conference 2015 - Structural Engineering: Providing Solutions to Global Challenges, pp. 1033-1040. , https://doi.org/10.2749/222137815818358268, Geneva, Switzerland, September 23-25; Priestley, M.J.N., Seible, F., Calvi, G.M., (1996) Seismic Design and Retrofit of Bridges, , https://doi.org/10.1002/9780470172858, New York: John Wiley & Sons, INC; Chandrasekaran, S., Nunziante, L., Serino, G., Carannante, F., (2009) Seismic Design AIDS for Nonlinear Analysis of Reinforced Concrete Structures; Creazza, G., Di Marco, R., Bending moment-mean curvature relationship with constant axial load in the presence of tension stiffening (1993) Materials and Structures, 26, pp. 196-206. , https://doi.org/10.1007/BF02472612; Ćurić, I., Radić, J., Franetović, M., Determination of the bending moment – Curvature relationship for bridge concrete columns (2016) Teh Vjesn - Tech Gaz, 23 (3), pp. 907-915; Priestley, M.J.N., Myths and fallacies in earthquake engineering (2003) Revisited the Ninth Mallet Milne Lecture, 2003, p. 98; Espion, B., Halleux, P., Moment curvature relationship of RC sections under combined bending and normal force (1988) Materials and Structures, 21, pp. 341-351. , https://doi.org/10.1007/BF02472160; Verderame, G.M., Ricci, P., Manfredi, G., Cosenza, E., Ultimate chord rotation of RC columns with smooth bars: Some considerations about EC8 prescriptions (2010) Bulletin of Earthquake Engineering, 8 (6), pp. 1351-1373; Baker, A.L.L., (1963) Ultimate Load Design of Reinforced Concrete Frames: A Recapitulation and Appraisal, , IABSE Publ; (2004) Eurocode: Eurocode 2 - Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings, p. 225. , BS En 1992. Brussels: European Committee for Standardization CEN, BS En 1992 BS En 1992; Mander, B.J., Priestley, J.N.M., Park, R., Theoretical stress-strain model for confined concrete (1988) ASCE, Struct. J., 144 (8), pp. 1804-1826; Taucer, F., Pinto, A.V., (2000) Mock-up Design of Reinforced Concrete Bridge Piers for PsD Testing at the ELSA Laboratory: (Vulnerability Assessment of Bridges Project); (2000) Bond of Reinforcement in Concrete, , Fib bulletin 10, August; (2004) Eurocode 8: Design of Structures for Earthquake Resistance - Part 3 - Assessment and Retrofitting of Buildings, 3, p. 3. , Eurocode. Brussels: European Committee for Standardization CEN; 3",,,,"Union of Croatian Civil Engineers and Technicians",,,,,03502465,,GDVIA,,"English","Gradjevinar",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85071234819
"Gungor O.E., Al-Qadi I.L., Mann J.","57189991257;7006858361;57204004622;","Detect and charge: Machine learning based fully data-driven framework for computing overweight vehicle fee for bridges",2018,"Automation in Construction","96",,,"200","210",,5,"10.1016/j.autcon.2018.09.007","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054029661&doi=10.1016%2fj.autcon.2018.09.007&partnerID=40&md5=1912976f65049667a16dfe3db6bb5ca9","Illinois Center for Transportation, University of Illinois at Urbana-Champaign, 1611 Titan Drive, Rantoul, IL  61866, United States; Illinois Department of Transportation, Hanley Building, 2300 S. Dirksen Parkway, Springfield, IL  62764, United States","Gungor, O.E., Illinois Center for Transportation, University of Illinois at Urbana-Champaign, 1611 Titan Drive, Rantoul, IL  61866, United States; Al-Qadi, I.L., Illinois Center for Transportation, University of Illinois at Urbana-Champaign, 1611 Titan Drive, Rantoul, IL  61866, United States; Mann, J., Illinois Department of Transportation, Hanley Building, 2300 S. Dirksen Parkway, Springfield, IL  62764, United States","This study develops a fully data-driven framework for computing overweight vehicle fee that combines historical bridge data from National Bridge Inventory (NBI) and weigh-in-motion (WIM) data. In this framework, information regarding vehicle weight distribution on bridges was obtained using Gaussian mixture model (GMM) based interpolation. Using this interpolation approach, the vehicle weight distribution on each bridge could be estimated from WIM data based on their location. Later, these estimated distributions were combined with the NBI for developing a machine learning-based prediction model that inputs bridge characteristics (e.g., age and traffic) and outputs deck condition. The model was employed to calculate the expected bridge service life under two scenarios to compute a bridge life reduction per damaging load. Finally, the bridge life cycle cost was conducted to convert the calculated service life difference into a fee. Integration of this framework with existing geographical information system based online permit issuing tools will allow for detection of bridges on vehicles' routes and charge them a fee considering their weight and the load capacity of the bridges they will pass over. Therefore, fees will be calculated more accurately and efficiently. Additionally, the proposed framework has the flexibility of being converted into a table for conforming to the conventional permit fee calculation scheme. © 2018 Elsevier B.V.","Bridge; Machine-learning; National bridge inventory; Overweight fee; Weigh-in-motion data","Artificial intelligence; Bridges; Gaussian distribution; Interpolation; Learning systems; Service life; Vehicles; Calculated service life; Calculation scheme; Gaussian Mixture Model; Historical bridges; National bridge inventory; Overweight fee; Prediction model; Weigh-in-motion datum; Weigh-in-motion (WIM)",,,,,,,,,,,,,,,,"U.S. Department of Transportation Bureau of Transportation Statistics, Freight facts and figures (2015), https://www.rita.dot.gov/bts/sites/rita.dot.gov.bts/files/FFF_complete.pdf, Retrieved from (Accessed 10 January 2017); American Society of Civil Engineering, 2017 Infrastructure Report Card (2017), https://www.infrastructurereportcard.org, Retrieved from (Accessed 10 February 2018); U.S. Department of Transportation, Comprehensive truck size & weight limits study technical reports (2016), https://ops.fhwa.dot.gov/freight/sw/map21tswstudy/index.htm, Retrieved from (Accessed 10 January 2017); Chowdhury, M., Putman, B., Pang, W., Dunning, A., Dey, K., Chen, L., Rate of deterioration of bridges and pavements as affected by trucks (2013), http://www.scdot.scltap.org/wp-content/uploads/2015/01/FINAL_REPORT_SPR-694.pdf, Retrieved from (Accessed 18 May 2017); Ghosn, M., Fiorillo, G., Gayovyy, V., Getso, T., Ahmed, S., Parker, N., Effects of overweight vehicles on New York State DOT infrastructure (2015), http://www.utrc2.org/sites/default/files/Final-Report-Effects-of-Overweight-Vehicles-on-NYSDOT-Infrastructure.pdf, Retrieved from (Accessed 10 January 2017); Transportation Research Board National Academies of Sciences, Engineering, and Medicine, Review of U.S. Department of Transportation Truck Size and Weight Study. Washington, DC (2015), http://www.trb.org/Main/Blurbs/173282.aspx, Retrieved from (Accessed 10 January 2017); Lou, P., Nassif, H., Su, D., Truban, P., Effect of overweight trucks on bridge deck deterioration based on weigh-in-motion data (2016) Transp. Res. Rec., 2592, pp. 86-97; Federal Highway Administration, The National Bridge Inventory Database (2017), http://nationalbridges.com/, Retrieved from (Accessed 21 August 2016); Bolukbasi, M., Mohammadi, J., Arditi, D., Estimating the future condition of highway bridge components using national bridge inventory data (2004) Pract. Period. Struct. Des. Constr., 9 (1), pp. 16-25; Li, Z., Burgueo, R., Using soft computing to analyze inspection results for bridge evaluation and management (2010) J. Bridg. Eng., 15 (4), pp. 430-438; Tabatabai, H., Tabatabai, M., Lee, C.W., Reliability of bridge decks in Wisconsin (2010) J. Bridg. Eng., 16 (1), pp. 53-62; Hatami, A., Morcous, G., Deterioration models for life-cycle cost analysis of bridge decks in Nebraska (2012) Transp. Res. Rec., 2313, pp. 3-11; Hatami, A., Morcous, G., Developing deterioration models for Nebraska bridges (2011), https://rosap.ntl.bts.gov/view/dot/24746, Retrieved from (Accessed 10 January 2017); Domingos, P., A few useful things to know about machine learning (2012) Commun. ACM, 55 (10), pp. 78-87; Zou, H., Hastie, T., Regularization and variable selection via the elastic net (2005) J. R. Stat. Soc. Ser. B (Stat Methodol.), 67 (2), pp. 301-320; Tibshirani, R., Regression shrinkage and selection via the lasso (1996) J. R. Stat. Soc. Ser. B Methodol., pp. 267-288. , https://www.jstor.org/stable/2346178?seq=1#page_scanscore tab_contents, Retrieved from (Accessed 2 April 2018); Friedman, J., Hastie, T., Tibshirani, R., glmnet: lasso and elastic-net regularized generalized linear models. R package version, 1(4) (2009), https://cran.r-project.org/web/packages/glmnet/glmnet.pdf, Retrieved from (Accessed 2 April 2018); Illinois Department of Transportation, IDOT map of weigh stations (2017), https://data.illinois.gov/Transportation/IDOT-Map-of-Weigh-Stations/md7q-nfvm/data, Retrieved from (Accessed 17 September 2016); Domingos, P., A unified bias-variance decomposition and its applications (2000) Proceedings of 17th International Conference on Machine Learning, pp. 231-238. , http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.30.5038, Retrieved from (Accessed 7 December 2016); Cortes, C., Vapnik, V., Support-vector networks (1995) Mach. Learn., 20 (3), pp. 273-297; Jebara, T., Multi-task feature and kernel selection for SVMs (2004) Proceedings of the Twenty-First International Conference on Machine Learning, p. 55. , ACM; He, H., Garcia, E.A., Learning from imbalanced data (2009) IEEE Trans. Knowl. Data Eng., 21 (9), pp. 1263-1284; Sokolova, M., Lapalme, G., A systematic analysis of performance measures for classification tasks (2009) Inf. Process. Manag., 45 (4), pp. 427-437; Hearn, G., State Bridge Load Posting Processes and Practices (2014); Gungor, O.E.A.A.-Q., Imad L, Developing Machine-Learning Models to Predict Airfield Pavement Responses (2018) Transp. Res. Rec., , SAGE Publications Sage CA Los Angeles, CA (0361198118780681; Nabian, M.A.A.M., Hadi, Deep Learning for Accelerated Seismic Reliability Analysis of Transportation Networks (2018) Comput. Aided Civ. Inf. Eng., 33 (6), pp. 443-458. , (Wiley Online Library)","Gungor, O.E.; Illinois Center for Transportation, 1611 Titan Drive, United States; email: gungor2@illinois.edu",,,"Elsevier B.V.",,,,,09265805,,AUCOE,,"English","Autom Constr",Article,"Final","",Scopus,2-s2.0-85054029661
"Cotter M.","57204030644;","Military necessity, proportionality and dual-use objects at the ICTY: A close reading of the Prlić et al. Proceedings on the destruction of the old bridge of mostar",2018,"Journal of Conflict and Security Law","23","2",,"283","305",,5,"10.1093/jcsl/kry015","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054128555&doi=10.1093%2fjcsl%2fkry015&partnerID=40&md5=77aa1bcfd78bbb78558a7bb550094312","Irish Department of Foreign Affairs and Trade, Ireland","Cotter, M., Irish Department of Foreign Affairs and Trade, Ireland","This article offers a close reading of the ICTY's adjudication of the destruction of the Old Bridge of Mostar in the case of Prlić et al. It begins by exploring the elements of the crime of wanton destruction not justified by military necessity, the findings on which formed the crux of the legal issues at trial and on appeal. Specifically, it explores the assessment by the Trial Chamber and Appeals Chamber of the related international humanitarian law concepts of military necessity and proportionality. It argues that the Prlić et al Appeal Judgement represents a problematic application of the law which applies to the targeting of so-called 'dual-use objects': objects which qualify as military objectives, but which also simultaneously serve civilian functions. © Oxford University Press 2018. All rights reserved.",,,,,,,,,,,,,,,,,,"Milanovic, M., 'An Eventful Day in The Hague: Channeling Socrates and Goering', , www.ejiltalk.org/an-eventful-day-inthe-hague-channeling-socrates-and-goering/, (EJIL: Talk!, 30 November 2017) accessed 27 February 2018; Henckaerts, J.-M., Doswald-Beck, L., (2005) Customary International Humanitarian Law, 1, p. 177. , Rules Cambridge University Press; Schmitt, M.N., 'Military Necessity and Humanity in International Humanitarian Law: Preserving the Delicate Balance' (2010) Virginia Journal of International Law, 50, pp. 804-805 and 795; Hayashi, N., 'Requirements of Military Necessity in International Humanitarian Law and International Criminal Law' (2010) Boston University International Law Journal, 28, p. 39; Bonomy, I., 'Principles of Distinction and Protection at the ICTY' (2013) FICHL Occasional Paper Series, 3, pp. 20-23; Ohlin, J.D., 'Targeting and the Concept of Intent' (2013) Michigan Journal of International Law, 35, pp. 92-100 and 79; Shue, H., Wippman, D., 'Limiting Attacks on Dual-Use Facilities Performing Indispensable Civilian Functions' (2002) Cornell International Law Journal, 35, p. 559; Goodman, R., 'The Obama Administration and Targeting 'War-Sustaining' Objects in Noninternational Armed Conflict' (2017) American Journal of International Law, 110, p. 663; Robinson, I., Nohle, E., 'Proportionality and Precautions in Attack: The Reverberating Effects of using Explosive Weapons in Populated Areas' (2016) International Review of the Red Cross, 98, p. 107; 'The Conduct of Hostilities and International Humanitarian Law: Challenges of 21st Century Warfare' (2017) International Legal Studies, 93, pp. 336-337 and 322; Van Schaack, B., (2016) 'Evaluating Proportionality and Long-Term Civilian Harm under the Laws of War', , www.justsecurity.org/32577/evaluating-proportionality-long-term-civilian-harm-law-war/, Just Security, 29 August accessed 27 February 2018; Bartels, R., 'Dealing with the Principle of Proportionality in Armed Conflict in Retrospect: The Application of the Principle in International Criminal Trials' (2013) Israel Law Journal, 46, p. 271; Akhavan, P., 'Reconciling Crimes Against Humanity with the Laws of War' (2008) Journal of International Criminal Justice, 6, pp. 21-37; Bartels, R., 'Discrepancies Between International Humanitarian Law on the Battlefield and in the Courtroom: The Challenges of Applying International Humanitarian Law During International Criminal Trials' (2013) Armed Conflict and International Law: In Search of the Human Face, pp. 339-378. , M Mathee et al (eds)Springer; Bartels, R., (2015) 'Two Cheers for the ICTY Popovic et al Appeals Judgement: Some Words on the Interplay Between IHL and ICL', , www.ejiltalk.org/two-cheers-for-the-ictypopovic-et-al-appeals-judgement-some-words-on-the-interplay-between-ihl-and-icl/, EJIL: Talk!, 4 February accessed 27 February 2018; Cryer, R., 'Of Custom, Treaties, Scholars and the Gavel: The Influence of the International Criminal Tribunals on the ICRC Customary Law Study' (2006) Journal of Conflict and Security Law, 11, pp. 239-263; Greenwood, C., 'The Development of International Humanitarian Law by the International Criminal Tribunal for the former Yugoslavia' (1998) Max Planck Yearbook of United Nations Law, 2, p. 97","Cotter, M.; Irish Department of Foreign Affairs and TradeIreland",,,"Oxford University Press",,,,,14677954,,,,"English","J. Confl. Secur. Law",Article,"Final","",Scopus,2-s2.0-85054128555
"Guo J., Deng K., He M., Zhao C., Li W.","55709420300;55352073800;36458490100;8558405800;46961169200;","Experimental Study on the Construction Stages of an RC Closure Pour in Bridge Widening",2017,"Journal of Bridge Engineering","22","12","06017007","","",,5,"10.1061/(ASCE)BE.1943-5592.0001155","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030846193&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001155&partnerID=40&md5=0172ed1646178235867ff1836e88db0f","Key Laboratory, Ministry of Transport for In-Service Bridge Inspection and Strengthening, Research Institute of Highway Ministry of Transport, Beijing, 100088, China; Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu, 610031, China; Graduate School, Tsinghua Univ., Beijing, 100084, China","Guo, J., Key Laboratory, Ministry of Transport for In-Service Bridge Inspection and Strengthening, Research Institute of Highway Ministry of Transport, Beijing, 100088, China; Deng, K., Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu, 610031, China; He, M., Graduate School, Tsinghua Univ., Beijing, 100084, China; Zhao, C., Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu, 610031, China; Li, W., Key Laboratory, Ministry of Transport for In-Service Bridge Inspection and Strengthening, Research Institute of Highway Ministry of Transport, Beijing, 100088, China","Bridge widening is commonly required in congested bridges. During construction, one or two lanes on the old bridge remain open; the vehicle traffic generates vibrations affecting the early age concrete of the closure pour, which may induce a negative effect on the durability of the bridge, i.e., initial crack in the closure pour. To quantitatively evaluate the mechanical performance of closure pours under vibration load, this paper examined three construction schemes for closure pours in bridge-widening projects. An equivalent full-scale segment model was designed to test the three schemes, including vibration tests and static tests. In the vibration tests, the setting time, the development of deflection, strain, and cracking of the closure pour during the construction period were obtained. Adding I-shaped steel beams to restrain the movement of the old and new bridges significantly improved the performance of the closure slab. In the static test, the final load-carrying capacity, damage, and failure modes were investigated. The slabs poured with the restraining steel beams showed superior crack resistance performance. The peak load-carrying capacity of the closure pour was about 50 times the maximum expected load, demonstrating the satisfactory load-carrying capacity of the closure pour. © 2017 American Society of Civil Engineers.","Bridge widening; Closure pour; Construction stage; Static test; Vibration test","Crack closure; Cracks; Load limits; Loads (forces); Steel beams and girders; Testing; Vibration analysis; Vibrations (mechanical); Widening (transportation arteries); Bridge widening; Closure pour; Construction stages; Static tests; Vibration test; Bridges",,,,,"National Natural Science Foundation of China: 51378292; Zhejiang Provincial Key Laboratory of Wood Science and Technology: 2014H27; Fundamental Research Funds for the Central Universities: 2682017CX002","The authors are grateful to Zengshun Tian of Beijing Jiaotong University. The present investigation was performed under the support of the Zhejiang Provincial Department of Transportation Science and Technology Project under Grant No. 2014H27, the Natural Science Foundation of China under Grant No. 51378292, and the Fundamental Research Funds for the Central Universities under Grant No. 2682017CX002.",,,,,,,,,,"Au, F.T.K., Cheng, Y.S., Cheung, Y.K., Vibration analysis of bridges under moving vehicles and trains: An overview (2001) Prog. Struct. Mater. Eng., 3 (3), pp. 299-304; Dunham, M., Rush, A., Hanson, J., Effects of induced vibrations on early age concrete (2007) J. Perform. Constr. Facil., pp. 179-184; Furr, H.L., Fouad, F.H., Effect of moving traffic on fresh concrete during bridge-deck widening (1982) Transportation Research Record, 860, pp. 28-36; Lee, U., Vibration analysis of one-dimensional structures using the spectral transfer matrix method (2000) Eng. Struct., 22 (6), pp. 681-690; Lou, P., A vehicle-track-bridge interaction element considering vehicle's pitching effect (2005) Finite Elem. Anal. Des., 41 (4), pp. 397-427","Deng, K.; Dept. of Bridge Engineering, China; email: Kailai_deng@163.com",,,"American Society of Civil Engineers (ASCE)",,,,,10840702,,JBENF,,"English","J Bridge Eng",Article,"Final","",Scopus,2-s2.0-85030846193
"Tan Y., Zhang Z., Wang H., Zhou S.","35235528800;56206166600;55689002800;57226561366;","Gray Relation Analysis for Optimal Selection of Bridge Reinforcement Scheme Based on Fuzzy-AHP Weights",2021,"Mathematical Problems in Engineering","2021",,"8813940","","",,4,"10.1155/2021/8813940","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85111977852&doi=10.1155%2f2021%2f8813940&partnerID=40&md5=03fbd28836e2a8c0a6d11c5bf17f3f2e","National and Local Joint Engineering, Laboratory of Bridge and Tunnel Technology, Dalian University of Technology, Dalian, 116023, China; State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian, 116023, China","Tan, Y., National and Local Joint Engineering, Laboratory of Bridge and Tunnel Technology, Dalian University of Technology, Dalian, 116023, China; Zhang, Z., National and Local Joint Engineering, Laboratory of Bridge and Tunnel Technology, Dalian University of Technology, Dalian, 116023, China, State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian, 116023, China; Wang, H., National and Local Joint Engineering, Laboratory of Bridge and Tunnel Technology, Dalian University of Technology, Dalian, 116023, China; Zhou, S., National and Local Joint Engineering, Laboratory of Bridge and Tunnel Technology, Dalian University of Technology, Dalian, 116023, China","In order to solve the problem on optimal selection of old bridge reinforcement schemes, a decision-making method of gray relation analysis based on fuzzy-AHP weights is proposed. Firstly, the fuzzy-AHP is used to develop the decision index system of old bridge reinforcement schemes and determine the weight of decision indexes. The 0.1-0.9 scale method is introduced as the index judgment criterion, and the weight judgment matrix is established. Through the consistency test, the relative weight vector of each decision index in the index layer is calculated. Secondly, according to the gray relation model of the old bridge reinforcement schemes, the decision matrix is constructed, and the gray relation coefficient matrix is calculated to obtain the gray relation coefficient corresponding to the ideal optimal scheme. Finally, the optimal scheme is determined. Through an engineering example, the reinforcement scheme of a concrete-filled steel tube arch bridge deck system is calculated and analyzed, and the best reinforcement scheme is selected. The optimal selection result is consistent with the actual reinforcement scheme available for the bridge. The decision-making method of gray relation analysis based on fuzzy-AHP weights make the evaluation system more organized and systematic and the index weight more operable and quantitative, reduce the subjective evaluation impact, and make the evaluation result more objective and reliable. Considering the fuzzy and gray information of comparison and selection, the optimal scheme with high feasibility and applicability is selected by the gray relation method. © 2021 Yanbin Tan et al.",,"Arch bridges; Decision making; Hierarchical systems; Scales (weighing instruments); Tubular steel structures; Bridge reinforcement; Concrete-filled steel tube arch bridge; Decision index systems; Decision-making method; Evaluation results; Gray relation analysis; Old bridge reinforcement; Subjective evaluations; Bridge decks",,,,,,,,,,,,,,,,"Kuo, Y., Yang, T., Huang, G.-W., The use of grey relational analysis in solving multiple attribute decision-making problems (2008) Computers & Industrial Engineering, 55 (1), pp. 80-93. , 2-s2.0-44649101917; Daǧdeviren, M., Yüksel, İ., Developing a fuzzy analytic hierarchy process (AHP) model for behavior-based safety management (2008) Information Sciences, 178 (6), pp. 1717-1733. , 2-s2.0-38349073493; Nguyen, H.-T., Dawal, S.Z.M., Nukman, Y., Aoyama, H., A hybrid approach for fuzzy multi-attribute decision making in machine tool selection with consideration of the interactions of attributes (2014) Expert Systems with Applications, 41 (6), pp. 3078-3090. , 2-s2.0-84890554455; Maghrabie, H.F., Beauregard, Y., Schiffauerova, A., Grey-based multi-criteria decision analysis approach: Addressing uncertainty at complex decision problems (2019) Technological Forecasting and Social Change, 146, pp. 366-379. , 2-s2.0-85067817278; Thakur, V., Ramesh, A., Healthcare waste disposal strategy selection using grey-AHP approach (2017) Benchmarking: An International Journal, 24 (3), pp. 735-749. , 2-s2.0-85015899204; Li, Z., Chen, L., A novel evidential FMEA method by integrating fuzzy belief structure and grey relational projection method (2019) Engineering Applications of Artificial Intelligence, 77, pp. 136-147. , 2-s2.0-85055716179; Kalemci, E.N., İkizler, S.B., Dede, T., Angin, Z., Design of reinforced concrete cantilever retaining wall using grey wolf optimization algorithm (2020) Structures, 23, pp. 245-253; Hafezalkotob, A., Hafezalkotob, A., Liao, H., Herrera, F., An overview of MULTIMOORA for multi-criteria decision-making: Theory, developments, applications, and challenges (2019) Information Fusion, 51, pp. 145-177. , 2-s2.0-85061035119; Khan, M.S.A., Abdullah, S., Interval-valued pythagorean fuzzy GRA method for multiple-attribute decision making with incomplete weight information (2018) International Journal of Intelligent Systems, 33 (8), pp. 1689-1716. , 2-s2.0-85049033544; Naderpour, H., Mirrashid, M., Nagai, K., An innovative approach for bond strength modeling in FRP strip-to-concrete joints using adaptive neuro-fuzzy inference system (2020) Engineering with Computers, 36 (3), pp. 1083-1100. , 2-s2.0-85064764719; Wang, Z.Z., Chen, C., Fuzzy comprehensive Bayesian network-based safety risk assessment for metro construction projects (2017) Tunnelling and Underground Space Technology, 70, pp. 330-342. , 2-s2.0-85032710901; Deng, J.L., Introduction to Grey system theory (1989) Journal of Grey System, 1 (1), pp. 1-24; Zadeh, L.A., Fuzzy sets as a basis for a theory of possibility (1999) Fuzzy Sets and Systems, 100 (1), pp. 9-34. , 2-s2.0-0005013141; Cheng, H.D., Chen, J.-R., Glazier, C., Novel approach to pavement cracking detection based on fuzzy set theory (1999) Journal of Computing in Civil Engineering, 13 (4), pp. 270-280; Zhou, Q., Thai, V.V., Fuzzy and grey theories in failure mode and effect analysis for tanker equipment failure prediction (2016) Safety Science, 83, pp. 74-79. , 2-s2.0-84948151533; Sefidian, A.M., Daneshpour, N., Missing value imputation using a novel grey based fuzzy c-means, mutual information based feature selection, and regression model (2019) Expert Systems with Applications, 115, pp. 68-94. , 2-s2.0-85051395051; Bayane, I., Mankar, A., Brühwiler, E., Sørensen, J.D., Quantification of traffic and temperature effects on the fatigue safety of a reinforced-concrete bridge deck based on monitoring data (2019) Engineering Structures, 196. , 109357 2-s2.0-85068409499; Liu, S., Yang, Y., Xie, N., Forrest, J., New progress of grey system theory in the new millennium (2016) Grey Systems: Theory and Application, 6 (1), pp. 2-31; Wang, H., Zhang, Y.-M., Yang, Z., A risk evaluation method to prioritize failure modes based on failure data and a combination of fuzzy sets theory and grey theory (2019) Engineering Applications of Artificial Intelligence, 82, pp. 216-225. , 2-s2.0-85064435662; Yazdani, M., Kahraman, C., Zarate, P., Onar, S.C., A fuzzy multi attribute decision framework with integration of QFD and grey relational analysis (2019) Expert Systems with Applications, 115, pp. 474-485. , 2-s2.0-85051957641; Sasmal, S., Ramanjaneyulu, K., Gopalakrishnan, S., Lakshmanan, N., Fuzzy logic based condition rating of existing reinforced concrete bridges (2006) Journal of Performance of Constructed Facilities, 20 (3), pp. 261-273. , 2-s2.0-33746214733; Di Sarno, L., Del Vecchio, C., Maddaloni, G., Prota, A., Experimental response of an existing RC bridge with smooth bars and preliminary numerical simulations (2017) Engineering Structures, 136, pp. 355-368. , 2-s2.0-85012293509; Xue, J., Van Gelder, P.H.A.J.M., Reniers, G., Papadimitriou, E., Wu, C., Multi-attribute decision-making method for prioritizing maritime traffic safety influencing factors of autonomous ships' maneuvering decisions using grey and fuzzy theories (2019) Safety Science, 120, pp. 323-340. , 2-s2.0-85069574271","Wang, H.; National and Local Joint Engineering, China; email: wanghuili@dlut.edu.cn",,,"Hindawi Limited",,,,,1024123X,,,,"English","Math. Probl. Eng.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85111977852
"Krstevska L., Nikolić Ž., Kustura M.","24401503100;7006320511;57217255549;","Shake Table Testing of Two Historical Masonry Structures for Estimation of Their Seismic Stability",2021,"International Journal of Architectural Heritage","15","1",,"45","63",,4,"10.1080/15583058.2020.1779870","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85086907674&doi=10.1080%2f15583058.2020.1779870&partnerID=40&md5=341955ea2dd24a4270aaf817cd65767e","University St. Cyril and Methodius, Institute of Earthquake Engineering and Engineering Seismology, Skopje, North Macedonia; Faculty of Civil Engineering, Architecture and Geodesy, University of Split, Split, Croatia; Faculty of Civil Engineering, University of Mostar, Mostar, Bosnia and Herzegovina","Krstevska, L., University St. Cyril and Methodius, Institute of Earthquake Engineering and Engineering Seismology, Skopje, North Macedonia; Nikolić, Ž., Faculty of Civil Engineering, Architecture and Geodesy, University of Split, Split, Croatia; Kustura, M., Faculty of Civil Engineering, University of Mostar, Mostar, Bosnia and Herzegovina","Reliable estimation of seismic stability of structures built in seismically active regions is an objective that requires a complex investigation and different types of activities. For historical structures and monuments, this requirement is even more essential, because many of them represent unique heritage structures. In-situ testing of a monument for defining dynamic characteristics and seismic testing of scaled models represent the recommended activities to be considered as mandatory. Shake table testing of a scaled monument model provides valuable information about its seismic stability–weak parts and development of failure mechanism–as well as the crucial points of the structure that should be considered when designing the health monitoring system. This paper presents the results obtained by the shake table testing of scaled models of two historical masonry structures: the Old Bridge in Mostar and the ancient Protiron structure in Split. The monitored seismic response presented herein by the measured accelerations, relative and absolute displacements, and strains, as well as the damage identification during the shake table tests, provided essential information about their seismic stability, failure mechanism, and weak points. The obtained results have been used for verification of the analytical models for these two monuments, while the prospective of the conclusions derived from the tests has a possible implementation in planning their health monitoring system. © 2020 Taylor & Francis.","Failure mechanism; historical structures; seismic response; shake table testing of scaled models","Damage detection; Masonry materials; Monitoring; Seismology; Stability; Structural health monitoring; Structures (built objects); Well testing; Absolute displacement; Damage Identification; Dynamic characteristics; Health monitoring system; Heritage structures; Historical structures; Seismically active region; Shake table testing; Failure (mechanical); estimation method; health monitoring; identification method; in situ test; masonry; monument; seismic response; shaking table test; Bosnia and Herzegovina; Croatia; Mostar; Split",,,,,,,,,,,,,,,,"Ambraseys, N., Psycharis, I.N., Earthquake stability of columns and statues (2011) Journal of Earthquake Engineering, 15 (5), pp. 685-710; Čolak, I., (2016) The reconstruction of the old bridge in mostar, chapter 14 in DAAAM international scientific book, pp. 151-162. , Vienna, Austria: DAAAM International, 978-3-902734-09-9, 1726-9687; Dasiou, M.E., Mouzakis, H.P., Psycharis, I.N., Papantonopoulos, C., Vayas, I., Experimental investigation of the seismic response of parts of ancient temples (2009) Protection of historical buildings, prohitech 09, pp. 1617-1622. , Rome: June, 21–24, and; De Matteis, G., Mazzolani, F.M., The Fossanova church: Seismic vulnerability assessment by numeric and physical testing (2010) International Journal of Architectural Heritage, 4 (3), pp. 222-245; Drosos, V., Anastasopoulos, I., Shaking table testing of multidrum columns and portals (2014) Earthquake Engineering and Structural Dynamics, 43 (11), pp. 1703-1723; Čelić, D., Mujezinović, M., (1998) Stari mostovi u Bosni i Hercegovini, , Sarajevo; Gojković, M., (1982) Stari kameni mostovi, , Naučna knjiga Beograd, Beograd; Hojdys, L., Kamiński, T., Krajewski, P., Experimental and numerical simulation of collapse of masonry arches (2013) 7th International conference on arche bridges, , Trogir-Split, Croatia: October, 2–4, and,. In; Krstevska, L., Mihailov, V., Boschi, E., Ravelli, A., Experimental dynamic testing of prototype and model of the Antonina column in Roma (1996) Proceedins of 11th world international conference on earthquake engineering, p. 546. , Acapulco, Mexico:, and,. In; Krstevska, L., Soklarovski, L., Seismic testing of the Protiron (Split, Croatia) structure model (2016) Report No. IZIIS-2016-49, , Institute of Earthquake Engineering and Engineering Seismology, Skopje: (in Croatian; Krstevska, L., Tashkov, L., Gramatikov, K., Landolfo, R., Mammana, O., Portioli, F., Mazzolani, F., Shaking table tests on the large scale model of Mustafa Pasha Mosque without and with FRP (2008) Proceedings of 6th international conference on structural analysis of historic construction - SAHC2008, pp. 383-391. , Bath, UK:, and; Kustura, M., Investigation of seismic behavior of stone arch bridges including the effect of connection elements (2018) Dissertation, , Skopje; Lourenço, P.B., Computations on historic masonry structures (2002) Progress in Structural Engineering and Materials, 4 (3), pp. 301-319; Rak, M., Duvnjak, I., Krolo, J., Meštrović, M., Report of measurement forces in copper clamps on protiron–peristil Diocletian’s palace in split. Zagreb: Faculty of civil engineering (2012) Report 180-12/2012, , University of Zagreb, (in Croatian), and, Zagreb, Croatia; Šaravanja, K., Matošević Čolić, M., Bevanda, I., A short review of quality control during rehabilitation of the old bridge in Mostar (2004) European conference on raw materials and coals–new perspectives, , Sarajevo: 20–22, and,. May; Smoljanović, H., Nikolić, Z., Živaljić, N., A finite-discrete element model for dry stone masonry structures strengthened with steel clamps and bolts (2015) Engineering Structures, 90, pp. 117-129; Smoljanović, H., Živaljić, N., Nikolić, Ž., Munjiza, A., Numerical analysis of 3D dry-stone masonry structures by combined finite-discrete element method (2018) International Journal of Solids and Structures, 136-137, pp. 150-167; Tashkov, L., Krstevska, L., (2014) Seismic shake-table testing of base-isolated structures–IZIIS experience. Second European conference on earthquake engineering and seismology, , Istanbul; Tashkov, L., Krstevska, L., Gramatikov, K., Mazzolani, F.M., Shake-table test of the model of St. Nicolas Byzantine church in reduced scale 1/3.5 (2009) International conference on protection of historical buildings, , PROHITECH 09, Rome, Italy:, and,. In; Nikolić, Z., Krstevska, L., Marović, P., Smoljanović, H., Experimental investigation of seismic behavior of the ancient Protiron monument model (2019) Earthquake Engineering & Structural Dynamics, 48 (6), pp. 573-593; Nikolić, Z., Krstevska, L., Smoljanović, H., Živaljić, N., Modelling of the influence of metal connectors on the resistance of historical dry-stone masonry structures (2019) International Journal of Architectural Heritage; Nikolić, Z., Smoljanović, H., Živaljić, N., Numerical modelling of dry stone masonry structures based on finite-discrete element method (2016) International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 10 (8), pp. 1032-1040","Krstevska, L.; University St. Cyril and Methodius, Todor Aleksandrov 165, North Macedonia; email: lidija@iziis.ukim.edu.mk",,,"Bellwether Publishing, Ltd.",,,,,15583058,,,,"English","Int. J. Archit. Herit.",Article,"Final","",Scopus,2-s2.0-85086907674
"Sire S., Toasa Caiza P.D., Espion B., Ragueneau M.","55314696200;42762351500;6602437460;57191744844;","Contribution to the study of the influence of the stress ratio on the high cycle fatigue behaviour of riveted joints",2020,"Fatigue and Fracture of Engineering Materials and Structures","43","12",,"3027","3036",,4,"10.1111/ffe.13324","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85089362302&doi=10.1111%2fffe.13324&partnerID=40&md5=6958dd04446b5d3728c49383523f7de2","UMR CNRS 6027 IRDL, University of Brest, Brest, 29200, France; Versuchsanstalt für Stahl, Holz und Steine, Karlsruhe Institute of Technology (KIT), Otto-Ammann Platz 1, Karlsruhe, 76135, Germany; BATir Department, Université Libre de Bruxelles (ULB), Brussels, 1050, Belgium; Civil Engineering Department, National Society of French Railways, La Plaine-Saint-Denis, 93210, France","Sire, S., UMR CNRS 6027 IRDL, University of Brest, Brest, 29200, France; Toasa Caiza, P.D., Versuchsanstalt für Stahl, Holz und Steine, Karlsruhe Institute of Technology (KIT), Otto-Ammann Platz 1, Karlsruhe, 76135, Germany; Espion, B., BATir Department, Université Libre de Bruxelles (ULB), Brussels, 1050, Belgium; Ragueneau, M., Civil Engineering Department, National Society of French Railways, La Plaine-Saint-Denis, 93210, France","Old riveted railway bridges are part of the cultural and technological heritage in many countries. The assessment of the actual behaviour and the remaining life of these structures is a key economical factor in the management of these bridges. This evaluation should take into account the evolution of the traffic loads, which have constantly increased since their construction, and a realistic estimation of the fatigue life derived from representative experimental tests. This study deals with the fatigue behaviour of riveted assemblies with specimens prepared from materials sampled in two old bridges: a railway bridge over the Adour river (France) built in 1862–1864 and the Stahringer bridge (Germany), constructed in 1895. Because all assemblies are not subjected to the same loads, this research concentrates on the influence of the stress ratio R on the fatigue behaviour. In order to quantify this influence, a comparison between the Basquin linear model and the Weibull model is performed. It is shown that a formula proposed in a recent study to determine the fatigue strength for an arbitrary value of R is not suitable in the high-cycle fatigue regime. © 2020 Wiley Publishing Ltd.","Basquin; estimation; fatigue; lifetime; old bridges; riveted joints; Weibull","Railroad bridges; Railroads; Arbitrary values; Economical factors; Experimental test; Fatigue behaviour; Fatigue strength; High cycle fatigue; Riveted railway bridges; Technological heritage; Fatigue of materials",,,,,,"The authors wish to thank National Society of French Railways (SNCF) and the RPM team for the manufacture of hot riveted specimens and for their expertise and help.",,,,,,,,,,"Åkesson, B., (2010) Fatigue Life of Riveted Steel Bridges, , London, CRC Press; Gallegos Mayorga, L., Sire, S., Correia, J.A.F.O., Statistical evaluation of fatigue strength of double shear riveted connections and crack growth rates of materials from old bridges (2017) Eng Fract Mech, 185, pp. 241-257. , https://doi.org/10.1016/j.engfracmech.2017.05.039, XVIII International Colloquium Mechanical Fatigue of Metals; Geißler, K., Bewertung und Ertüchtigung stählerner Eisenbahnbrücken (2011) Der Prüfingenieur, 38, pp. 41-53; Geißler, K., Krohn, S., (2016) Nachrechnung bestehender Stahl- und Verbundbrücken-Restnutzung, , B 123., Bergisch Gladbach, Germany, Bundesanstalt für Straßenwesen; Helmerich, R., (2005) Alte Stähle und Stahlkonstruktionen. Materialuntersuchungen, Ermüdungsversuche an originalen Brückenträgern und Messungen von 1990 bis 2003, , 271,, Berlin, Unter den Eichen 87. 12205; Imam, B.M., Righiniotis, T.D., Fatigue evaluation of riveted railway bridges through global and local analysis (2010) J Constr Steel Res, 66 (11), pp. 1411-1421. , https://doi.org/10.1016/j.jcsr.2010.04.015; Larsson, T., (2009) Fatigue assessment of riveted bridges, , Ph.D. Thesis; Mang, F., Bucak, O., (1991) Remaining fatigue life of old steel bridges—theoretical and experimental investigations on railway bridges, 2, pp. 971-991. , In Fatigue and fracture in steel and concrete structures,, ISFF '91 Proceedings, Structural Engineering Research Centre;, Madras, India, Oxford & IBH Publishing Co.Pvt.Ltd; Mang, F., Bucak, O., (1993) Application of the S–N line concept for the assessment of the remaining fatigue life of old bridge structures, , https://doi.org/10.1680/bm2.19263.0085; Matar, E.B., Greiner, R., Fatigue tests for a riveted steel railway bridge in Salzburg (2006) Struct Eng Int, 16 (3), pp. 252-260. , https://doi.org/10.2749/101686606778026547; Pedrosa, B., Correia, J.A.F.O., Rebelo, C., Fatigue resistance curves for single and double shear riveted joints from old Portuguese metallic bridges (2019) Eng Fail Anal, 96, pp. 255-273. , https://doi.org/10.1016/j.engfailanal.2018.10.009; Rödel, J., (2014) Der Abriss einer genieteten Brücke ist nur in seltenen Fällen begründbar, , Beiträge des Viadukt eV; Unterweger, H., Taras, A., (2010) Praxisnahe Berechnungsmethode für den Nachweis der restlebensdauer Stahlerner Eisenbahnbrücken, , Institut für Stahlbau und Flächentragwerke. TU Graz; Unterweger, H., Taras, A., Novak, F., (2013) Strecke Wels-Passau Untersuchungen der Restlebensdauer genieteter Tragwerke, , P-CON 830052012140, Institut für Stahlbau und Flächentragwerke. TU Graz; Bähre, R., Kosteas, D., (1979) Einfluß der Vorbelastung auf die Restnutzungsdauer schweißeisener Brücken, , 7496, Versuchsanstalt für Stahl, Holz und Steine, Abteilung Stahl- und Leichtmetallbau, Karlsruher Institut für Technologie (KIT); Toasa Caiza, P.D., (2008) Ermüdungsversuche an alten Stahlkonstruktionen, , 088006, Versuchsanstalt für Stahl, Holz und Steine, Abteilung Stahl- und Leichtmetallbau, Karlsruher Institut für Technologie (KIT); Xie, M., Bessant, G.T., Chapman, J.C., Hobbs, R.E., Fatigue of riveted bridge girders (2001) Struct Eng, 79 (9), pp. 27-36; Haghani, R., Al-Emrani, M., Heshmati, M., Fatigue-prone details in steel bridges (2012) Buildings, 2 (4), pp. 456-476. , https://doi.org/10.3390/buildings2040456; Brühwiler, E., Smith, I.F.C., Hirt, M.A., Fatigue and fracture of riveted bridge members (1990) J Struct Eng, 116 (1), pp. 198-214. , https://doi.org/10.1061/(ASCE)0733-9445(1990)116:1(198; Al-Emrani, M., (2002) Fatigue in riveted railway bridges: a study of the fatigue performance of riveted stringers and stringer to floor-beam connections, , Ph.D. Thesis; de Jesus, A.M.P., da Silva, A.L.L., Correia, J.A.F.O., Fatigue of riveted and bolted joints made of puddle iron—an experimental approach (2015) J Construct Steel Res, 104, pp. 81-90. , https://doi.org/10.1016/j.jcsr.2014.10.012; Pipinato, A., Pellegrino, C., Bursi, O.S., Modena, C., High-cycle fatigue behavior of riveted connections for railway metal bridges (2009) J Construct Steel Res, 65 (12), pp. 2167-2175. , https://doi.org/10.1016/j.jcsr.2009.06.019; Lesiuk, G., Szata, M., Aspects of structural degradation in steels of old bridges by means of fatigue crack propagation (2011) Mater Sci, 47 (82). , https://doi.org/10.1007/s11003-011-9371-z; Wichtowski, B., Hołowaty, J., Assessment of fatigue limits in historical welded railway bridges in poland (2017) Procedia Struct Integ, 5, pp. 1035-1042. , https://doi.org/10.1016/j.prostr.2017.07.066; Krechkovska, H., Student, O., Lesiuk, G., Correia, J., Features of the microstructural and mechanical degradation of long term operated mild steel (2018) Int J Struct Integrity, 9 (31), pp. 296-306. , https://doi.org/10.1108/IJSI-10-2017-0056; (2010) En 1993-1-9:2005 (E) + AC:2009. 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Béranger; Sedlacek, G., Hobbacher, A., Nussbaumer, A., Stötzel, J., (2005) 1st draft of the background document prEN 1993-1-9, , Eurocode 3 Design of steel structures; Schijve, J., (2009) Fatigue of Structures and Materials, , Springer; Fonseca Barbosa, J., Correia, A.F.O.J., Freire Júnior, R.C.S., Zhu, S.-P., De Jesus, M.P.A., Probabilistic S–N fields based on statistical distributions applied to metallic and composite materials: state of the art (2019) Adv Mech Eng, 11 (8). , https://doi.org/10.1177/1687814019870395; Hobbacher, A.F., The new IIW recommendations for fatigue assessment of welded joints and components—a comprehensive code recently updated (2009) Int J Fatigue, 31 (1), pp. 50-58; Hobbacher, A.F., New developments at the recent update of the IIW recommendations for fatigue of welded joints and components (2010) Steel Construct, 3 (4), pp. 231-242. , https://doi.org/10.1002/stco.201010030; Rinne, H., (2008) The Weibull Distribution, , New York, CRC Press; Sire, S., Ragueneau, M., Evolution of the design of iron and steel railway bridges in France at the end of the 19th century (2019) Procedia Struct Integrity, 22, pp. 64-69. , https://doi.org/10.1016/j.prostr.2020.01.009, First International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2019); Sire, S., Ragueneau, M., (2020) Fatigue design of metallic railway bridges in France at the end of the nineteenth century, pp. 1-7. , https://doi.org/10.1680/jfoen.20.00012, In Proceedings of the Institution of Civil Engineers - Forensic Engineering","Sire, S.; UMR CNRS 6027 IRDL, France; email: stephane.sire@univ-brest.fr",,,"Blackwell Publishing Ltd",,,,,8756758X,,FFESE,,"English","Fatigue Fract Eng Mater Struct",Article,"Final","",Scopus,2-s2.0-85089362302
"Clemente C.S., Davino D., Loschiavo V.P.","57014680600;6603025504;55904760700;","Energy balance of a continuous structural health monitoring system based on energy harvesting",2020,"IOP Conference Series: Materials Science and Engineering","949","1","012013","","",,4,"10.1088/1757-899X/949/1/012013","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85096847292&doi=10.1088%2f1757-899X%2f949%2f1%2f012013&partnerID=40&md5=fba0296fd36e63127f79a93832fb7683","Department of Energy, Systems,, Territory and Constructions Engineering, University ofPisa, Pisa, 56122, Italy; Department of Engineering, University of Sannio, Benevento, 82100, Italy","Clemente, C.S., Department of Energy, Systems,, Territory and Constructions Engineering, University ofPisa, Pisa, 56122, Italy; Davino, D., Department of Engineering, University of Sannio, Benevento, 82100, Italy; Loschiavo, V.P., Department of Engineering, University of Sannio, Benevento, 82100, Italy","The Structural Health Monitoring (SHM) may be a relevant technique to monitor historical buildings, masonry, bridges, etc. It becomes even more important if it can be applied in a continuous way, once incorporated in a Wireless Sensor Network (WSN), being able to provide data in an automatic and endless mode without any human intervention. Of course, WSN needs a power source, a role prevalently held by batteries. However, this solution has several issues: it is not eco-friendly and needs a periodic replacement hence increasing costs and reducing the SHM spread. The Energy Harvesting (EH) is a very promising technique to supply WSN. It converts the environmental energy into electrical energy allowing its local accumulation, within the sensor node, in supercapacitor or rechargeable batteries. Anthropic environments are plenty of energy (photovoltaic, kinetic, etc) but this is a non-continuous source and then an energy balance could highlight the suitability of an EH solution. This work is aimed to present a clear picture of EH for SHM by considering all the previous elements in the context of cultural heritage. The result is the definition of specific applications in which those WSNs, based on EH, could be competitive with respect to more traditional technologies. © 2020 Institute of Physics Publishing. All rights reserved.",,,,,,,,,,,,,,,,,,"Balageas, D, Fritzen, C P, Güemes, A, (2010) Structural Health Monitoring, , (eds) (Wiley-ISTE); Chang, P, Flatau, A, Liu, S, Structural Health Monitoring (2003) An International Journal, 2, pp. 257-267; Chang, F K, Markmiller, J F C, Yang, J, Kim, Y, (2011) Structural health monitoring System Health Management: With Aerospace Applications, pp. 419-428. , (John Wiley & Sons, Ltd); Maiwa, H, (2016) Piezoelectric energy harvesting Piezoelectric Materials ed Ogawa T, , (Rijeka: IntechOpen) chap 06; Najafi, K, Galchev, T, Aktakka, E, Peterson, R, McCullagh, J, Microsystems for energy harvesting 2011 16th International Solid-State Sensors (2011) Actuators and Microsystems Conference (IEEE), pp. 1845-1850; Beeby, S, (2011) Energy Harvesting Systems, , Ka´zmierski T J and (eds) (New York: Springer); Clemente, C S, Davino, D, Visone, C, (2017) IEEE Transactions on Magnetics, 53, pp. 1-4; Davino, D, Pecce, M, Visone, C, Clemente, C, Ielardi, A, (2015) Dynamic monitoring of guardrails: Approach to a low-cost system 2015 IEEE Workshop on Environmental, Energy, and Structural Monitoring Systems (EESMS) Proceedings (IEEE); Shaikh, F K, Zeadally, S, (2016) Renewable and Sustainable Energy Reviews, 55, pp. 1041-1054; https://www.ti.com, Texas Instruments MSP430 datasheet [Online]. 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[Accessed 26th November 2019]; Scuello, M, Abramov, I, Gordon, J, Weintraub, S, (2004) Color Research & Application, 29, pp. 121-127; Schanda, J, Csuti, P, Szabó, F, (2014) LEUKOS, 12, pp. 71-77; Zhai, Q, Luo, M, Liu, X, (2014) Lighting Research & Technology, 47, pp. 795-809; Mathews, I, King, P J, Stafford, F, Frizzell, R, (2016) IEEE Journal of Photovoltaics, 6, pp. 230-235; Apicella, V, Clemente, C S, Davino, D, Leone, D, Visone, C, (2019) Journal of Magnetism and Magnetic Materials, 475, pp. 401-407; Clemente, C S, Davino, D, (2019) Materials, 12, p. 3199; Zhao, H, Ling, J, Yu, J, (2012) Journal of the Ceramic Society of Japan, 120, pp. 317-323; Leinonen, M, Palosaari, J, Juuti, J, Jantunen, H, (2013) Journal of Intelligent Material Systems and Structures, 25, pp. 391-400; Li, X, Strezov, V, (2014) Energy Conversion and Management, 85, pp. 435-442; Shenck, N, Paradiso, J, (2001) IEEE Micro, 21, pp. 30-42",,,,"IOP Publishing Ltd","2nd International Conference Florence Heri-Tech: The Future of Heritage Science and Technologies, HERITECH 2020","14 October 2020 through 16 October 2020",,164817,17578981,,,,"English","IOP Conf. Ser. Mater. Sci. Eng.",Conference Paper,"Final","All Open Access, Gold",Scopus,2-s2.0-85096847292
"Pedrosa B., Rebelo C., Gervásio H., da Silva L.S., Correia J.A.","57194159144;35574870000;54888017600;57211406910;35168869200;","Fatigue of Preloaded Bolted Connections with Injection Bolts",2020,"Structural Engineering International","30","1",,"102","108",,4,"10.1080/10168664.2019.1615398","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067638413&doi=10.1080%2f10168664.2019.1615398&partnerID=40&md5=23d74608d58b70d132aec86632520c9b","ISISE, Department of Civil Engineering, University of Coimbra, Coimbra, Portugal; Faculty of Engineering, University of Porto, Porto, Portugal","Pedrosa, B., ISISE, Department of Civil Engineering, University of Coimbra, Coimbra, Portugal; Rebelo, C., ISISE, Department of Civil Engineering, University of Coimbra, Coimbra, Portugal; Gervásio, H., ISISE, Department of Civil Engineering, University of Coimbra, Coimbra, Portugal; da Silva, L.S., ISISE, Department of Civil Engineering, University of Coimbra, Coimbra, Portugal; Correia, J.A., Faculty of Engineering, University of Porto, Porto, Portugal","Injection bolts have been used to replace faulty rivets on strengthening operations of old riveted steel bridges. This technology has been essentially tested for its quasi-static or creep behaviour and there are very few studies concerned the assessment of its fatigue resistance. This paper presents an experimental program developed to evaluate the fatigue behaviour of single shear preloaded bolted connections with injection and standard bolts. Specimens combine S355 steel and old metallic material obtained from structural elements of the centenary Eiffel bridge in Portugal. Fatigue failure was found either at the net cross-section or at a gross cross-section of the plates. Statistical analysis was conducted on the experimental data to compare with the fatigue design curves proposed in Eurocode 3, part 1-9. It is concluded that the detail category suggested on the reference code is not able to represent the fatigue life of old steel materials. An alternative S-N curve is proposed which is able to represent the fatigue behaviour of the studied detail. Furthermore, it was concluded that the influence of the adhesive on the detail’s fatigue strength is not significant. © 2019, © 2019 International Association for Bridge and Structural Engineering (IABSE).","connections; fatigue; injection bolts; old bridge; strengthening","Adhesives; Bolts; Steel bridges; Strengthening (metal); Waveguide couplers; Bolted connections; Experimental program; Fatigue behaviour; Fatigue design curves; Fatigue strength; Metallic material; Riveted steel bridges; Structural elements; Fatigue of materials",,,,,"Fundação para a Ciência e a Tecnologia, FCT: CENTRO-01-0145-FEDER-000006, POCI-01-0145-FEDER-007633; Research Fund for Coal and Steel, RFCS: RFSR-CT-2015-00025","The authors acknowledge the Research Fund for Coal and Steel (RFCS) for funding of PROLIFE–- Prolonging Life Time of Old Steel and Steel-Concrete Bridges (RFSR-CT-2015-00025). This work was also financed by FEDER funds through the Competitivity Factors Operational Programme - COMPETE and by national funds through FCT—Foundation for Science and Technology within the scope of the project POCI-01-0145-FEDER-007633 and through the Regional Operational Programme CENTRO2020 within the scope of the project CENTRO-01-0145-FEDER-000006.",,,,,,,,,,"Akesson, B., Fatigue life of riveted railway bridges, , PhD Thesis, Chalmers University of Technology, Sweden, 1994; EuropeanRecommendations for Bolted Connections with Injection Bolts, 1st edn, Brussels, Publication No 79, 1994; EN 1090-2 Execution of Steel Structures and Aluminium Structures - Part 2: Technical Requirements for Steel Structures, , 2008; Gresnigt, A., Sedlacek, G., Paschen, M., http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.552.4959%26rep=rep1%26type=pdf, Injection bolts to repair old bridges. (May 5, 2016) 349–360; Mattes, J., Substituição de Rebites Por Parafusos Injectados Com Resina. MSc Thesis, IST, University of Lisbon, Portugal, 2007 (in Portuguese; Kolstein, H., Li, J., Koper, A., Gard, W., Nijgh, M., Veljkovic, M., Behaviour of double shear connections with injection bolts (2017) Steel Constr, 10 (4), pp. 287-294; Qureshi, J., Mottram, J., Resin injected bolted connections: a step towards achieving slip-resistant joints in FRP bridge engineering. FRP Bridg. 2012—NetComposites, , September 2012; Jesus, A., Silva, J., Figueiredo, M., Ribeiro, A., Fernandes, A., Correia, J., Silva, A., Maeiro, J., Iberian Conference on Fracture and Structural Integrity, , Fatigue Behaviour of Resin-Injected Bolts: An Experimental Approach.; Porto, 2010; Correia, J., De Jesus, A., Pinto, J., Calçada, R., Pedrosa, B., Rebelo, C., Gervásio, H., Da Silva, L., IABSE Congr. Stock. 2016 Challenges Des. Constr. an Innov. Sustain. Built Enviro, , Fatigue Behaviour of Single and Double Shear Connections with Resin-Injected Preloaded Bolts. n. Stockholm, November, 2016; Correia, J., Pedrosa, B., Raposo, P., Jesus, A., Rebelo, C., Gervásio, H., Calçada, R., Silva, L., Fatigue strength evaluation of resin-Injected bolted connections using statistical analysis (2017) Engineering, 3 (6), pp. 795-805; EN 1993-1-9: Eurocode 3, Design of Steel Structures—Part 1-9: Fatigue., 2005; Schijve, J., (2004) Fatigue of Structures and Materials, , Kluwer Academic Publishers, New York; 6892-1. Metallic Materials — Tensile Testing — Part 1: Method of Test at Room Temperature, 2009; Jesus, A., Silva, A., Correia, J., Fatigue of riveted and bolted joints made of puddle iron—an experimental approach (2015) J. Constr. Steel Res, 104, pp. 81-90; Product Data Sheet, , https://prt.sika.com/dms/getdocument.get/99182134-32ad-37e2-a2ca-33bc83235a54/76.%20Sikadur%2052%20Injection_07.608.pdf, June 19th, 2016; E739-91: Standard Practice for Statistical Analysis of Linear or Linearized Stress-Life (S-N) and Strain-Life (ε-N) Fatigue Data 1, , 2012; Taras, A., Greiner, R., Statistical Background to the Proposed Fatigue Class Catalogue for Riveted Components, , Report: Contribution to WG6.1—Assessment of Existing Steel Structures, ECCS TC6, Spring Meeting—Lausanne—March 22–23, 2010","da Silva, L.S.; ISISE, Portugal; email: bruno.pedrosa@uc.pt",,,"Taylor and Francis Ltd.",,,,,10168664,,,,"English","Struct Eng Int J Int",Article,"Final","",Scopus,2-s2.0-85067638413
"Invernizzi S., Montagnoli F., Carpinteri A.","6603835320;57211625674;14008431800;","The collapse of the morandi's bridge: Remarks about fatigue and corrosion",2020,"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges, Report",,,,"1040","1047",,4,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85103448396&partnerID=40&md5=63369c63f0aabea88f83ecaf2f947a5a","Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Torino, Italy","Invernizzi, S., Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Torino, Italy; Montagnoli, F., Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Torino, Italy; Carpinteri, A., Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Torino, Italy","On August 14, 2018, a few spans of the cable-stayed viaduct crossing the Polcevera river (Genoa, Italy) collapsed, causing tens of fatalities along with considerable material damage and hundreds of people displaced. The viaduct, as well as many others belonging to the national road network, was built in the second half of the last Century and has been in service for over fifty years. The bridge has experienced a dramatic increase in the heavy lorries traffic, together with degradation that developed much faster than expected due to the aggressive environment. In the present paper, a possible scenario is proposed to put into evidence how the combined effect of fatigue at very-high number of cycles and corrosion could have been responsible for the sudden failure of one of the strands and the subsequent collapse of the so-called balanced system conceived by the designer Morandi. Our purpose is to warn the scientific community and the public administrations about the combined effects of low amplitude cycle fatigue and corrosion, which can be dangerously underestimated in the safety assessment of last Century bridges asset. © 2020 IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges, Report. All rights reserved.","Bridge collapse; Cable-stayed bridge; Corrosion fatigue; Cultural heritage; Very-high cycle fatigue","Cable stayed bridges; Corrosion; History; Public administration; Aggressive environment; Balanced systems; Combined effect; Material damages; National roads; Number of cycles; Safety assessments; Scientific community; Fatigue of materials",,,,,,,,,,,,,,,,"NUSSBAUMER, A., BORGES, L., DAVAINE, L., (2018) Fatigue Design of Steel and Composite Structures: Eurocode 3: Design of Steel Structures, Part 1-9: Fatigue; Eurocode 4: Design of Composite Steel and Concrete Structures, p. 334. , Ernst & Sohn, Berlin; BATHIAS, C., PARIS, P., (2004) Gigacycle Fatigue in Mechanical Practice, p. 328. , Marcel Dekker, New York; (2003) Eurocode 1: Actions on Structures Part 2: Traffic Loads on Bridges, , EN 1991-2, European Committee for Standardization, Brussels; PEREZ-MORA, R., PALIN-LUC, T., BATHIAS, C., PARIS, P., Very high cycle fatigue of a high strength steel under sea water corrosion: A strong corrosion and mechanical damage coupling (2015) International Journal of Fatigue, 74, pp. 156-165; MORANDI, R., Viaducto Sobre el Polcevera en Genova Italia (1968) Informes de la Construccion, 21, pp. 57-88; INVERNIZZI, S., MONTAGNOLI, F., CARPINTERI, A., Fatigue Assessment of the Collapsed XXth Century Cable-Stayed Polcevera Bridge in Genoa (2019) Structural Integrity Procedia, 18, pp. 237-244; INVERNIZZI, S., MONTAGNOLI, F., CARPINTERI, A., Corrosion Fatigue Investigation on the Possible Collapse Reasons of Polcevera Bridge in Genoa (2020) Proceedings of XXIV AIMETA Conference 2019, Lecture Notes in Mechanical Engineering, pp. 151-159. , Carcaterra A., Paolone A., Graziani G. (eds) Springer, Cham; MORANDI, R., Il Viadotto sul Polcevera per l'Autostrada Genova-Savona (1967) L'industria Italiana del Cemento, 12, pp. 849-872; IRVINE, M., (1981) Cable Structures, p. 259. , MIT Press, Cambridge; MORANDI, R., The Long-Term Behaviour of Viaducts Subjected to Heavy Traffic and Situated in an Aggressive Environment: The Viaduct on the Polcevera in Genoa (1979) IABSE Reports of the Working Commissions, 32, pp. 170-180; MILILLO, P., GIARDINA, G., PERISSIN, D., MILILLO, G., COLETTA, A., TERRANOVA, C., Pre-Collapse Space Geodetic Observations of Critical Infrastructure: The Morandi Bridge, Genoa, Italy (2019) Remote Sensing, 11, p. 1403; AUTOSTRADE PER L'ITALIA, S.P.A., (2011) Relazione Generale Sinottica, , Https://va.minambiente.it/it-IT/Oggetti/MetadatoDocumento/22144, Retrieved from; (2005) Eurocode 3: Design of Steel Structures: Fatigue Strength of Steel Structures, , EN 1993-1-9, European Committee for Standardization, Brussels; (2006) EN 1993-1-11 Eurocode 3: Design of steel structures: Design of structures with tension components made of steel, , European Committee for Standardization, Brussels; MINER, M.A., Cumulative damage in fatigue (1945) Journal of Applied Mechanics, 12, pp. 159-164; LOTSBERG, I., (2016) Fatigue design of marine structures, , Cambridge University Press, Cambridge, 504; CARPINTERI, A., MONTAGNOLI, F., Scaling and Fractality in Fatigue Crack Growth: Implications to Paris' Law and Wöhler's Curve (2019) Structural Integrity Procedia, 14, pp. 957-963; (2018) Relazione della Commissione Ispettiva Mit, , Http://www.mit.gov.it/comunicazione/news/ponte-crollo-ponte-morandi-commissione-ispettivagenova/ponte-morandi-online-la, Retrieved from; FILETTO, G., LIGNANA, M., (2019) Ponte Morandi, la Perizia Conferma: Tiranti Corrosi, , Https://genova.repubblica.it/cronaca/2019/01/22/news/pontemorandilaperiziaconfermatiranticorrosi-217157782/, Retrived from; CALVI, G.M., MORATTI, M., O'REILLY, G.J., SCATTARREGGIA, N., MONTEIRO, R., MALOMO, D., CALVI, P.M., PINHO, R., Once upon a time in Italy: The tale of the Morandi Bridge (2019) Structural Engineering International, 29 (2), pp. 198-217","Invernizzi, S.; Department of Structural, Italy; email: stefano.invernizzi@polito.it","Bien J.Biliszczuk J.Hawryszkow P.Hildebrand M.Knawa-Hawryszkow M.Sadowski K.","Allplan;BERD;Budimex;et al.;Maurer;Research and Design Office MOSTY-WROCLAW","International Association for Bridge and Structural Engineering (IABSE)","1st IABSE Online Symposium Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges","7 October 2020 through 9 October 2020",,167847,,9783857481697,,,"English","IABSE Symp., Wroclaw: Synerg. Cult. Civ. Eng. - Hist. Challenges, Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85103448396
"Merkle D., Schmitt A., Reiterer A.","57219029720;57217537027;55859682900;","Concept of an autonomous mobile robotic system for bridge inspection",2020,"Proceedings of SPIE - The International Society for Optical Engineering","11535",,"115350A","","",,4,"10.1117/12.2570633","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85094949986&doi=10.1117%2f12.2570633&partnerID=40&md5=7d01cd674885749094c5e966c1048b05","Albert-Ludwigs-Universität Freiburg, Department of Sustainable Systems Engineering - INATECH, Emmy-Noether-Stra-e 2, Freiburg im Breisgau, Germany; Fraunhofer Institute for Physical Measurement Techniques IPM, Georges-Köhler-Allee 301, Freiburg im Breisgau, Germany","Merkle, D., Albert-Ludwigs-Universität Freiburg, Department of Sustainable Systems Engineering - INATECH, Emmy-Noether-Stra-e 2, Freiburg im Breisgau, Germany, Fraunhofer Institute for Physical Measurement Techniques IPM, Georges-Köhler-Allee 301, Freiburg im Breisgau, Germany; Schmitt, A., Albert-Ludwigs-Universität Freiburg, Department of Sustainable Systems Engineering - INATECH, Emmy-Noether-Stra-e 2, Freiburg im Breisgau, Germany, Fraunhofer Institute for Physical Measurement Techniques IPM, Georges-Köhler-Allee 301, Freiburg im Breisgau, Germany; Reiterer, A., Albert-Ludwigs-Universität Freiburg, Department of Sustainable Systems Engineering - INATECH, Emmy-Noether-Stra-e 2, Freiburg im Breisgau, Germany, Fraunhofer Institute for Physical Measurement Techniques IPM, Georges-Köhler-Allee 301, Freiburg im Breisgau, Germany","In the next decade, many old bridges will be exposed to increasing traffic loads and destructive environmental conditions. Measurement methods like laser scanning, infrared thermography, photogrammetry, ground penetrating radar, or ultrasonic scanning are used on single robotic systems to partially support the inspectors. However, time-consuming manual inspections for crack detection, measurement, and documentation are still necessary. This paper describes the concept of an autonomous mobile robotic bridge inspection system. The proposed concept for an unmanned ground vehicle (UGV) is achieved by a trade-off of different mobile platforms, sensor systems for mapping, localization and inspection, and ffirst tests assessing the feasibility. We use a small concrete bridge in Freiburg (Germany) with various cracks for testing the sensors, the UGV concept, and initial tests of the mobile platform. This results in the choice of selecting the weatherproof version of the mobile robotic platform Husky from Clearpath Robotics. It is equipped with Swift Navigation's Duro real-time kinematic (RTK) system, a heading system, an inertial measurement unit (IMU), a base station, and software for semi-autonomous navigation. In the next step, we compare different sensor systems. For mapping and localization, we decide to use the 360° spherical camera Ladybug 5+ from FLIR Systems and a Velodyne VLP-16 light detection and ranging (LiDAR). High-resolution cameras allow recording damages on the bridge's surface. We perform first tests using monochrome and colour cameras. After evaluating different sensor integration concepts, we present a preliminary design of the UGV including integrated sensors. © 2020 SPIE.","Autonomy; Bridge inspection; Camera; LiDAR; Mobile mapping; Mobile robot; Navigation; Sensor system","Cameras; Crack detection; Drilling platforms; Economic and social effects; Geological surveys; Ground penetrating radar systems; Intelligent vehicle highway systems; Mapping; Navigation; Optical radar; Remote sensing; Robotics; Ultrasonic applications; Environmental conditions; Ground Penetrating Radar; High resolution camera; Inertial measurement unit; Light detection and ranging; Mapping and localization; Mobile robotic systems; Unmanned ground vehicles; Electric measuring bridges",,,,,,"This work is part of the project ”Erhöhung des Automatisierungsgrades für die Bewertung der Standsicherheit von Brücken” (ErfASst) which is funded by the Sustainability Center Freiburg.",,,,,,,,,,"Chabalala, J., (2017) 4 Injured in Bridge Collapse on N3 Highway in Germiston, , https://mg.co.za/article/2017-08-09-4-injured-in-bridge-collapse-on-n3-highway-in-germiston/, Accessed: 30 July 2020; Kachlíková, M., (2017) Nach Einsturz: Prag Lässt Alle Brücken Überprüfen, , https://deutsch.radio.cz/nach-einsturz-prag-laesst-alle-bruecken-ueberpruefen-8174970, Accessed: 30 July 2020; Meiler, O., (2018) Betreiberfirma Soll von Einsturzrisiko Gewusst Haben, , https://www.sueddeutsche.de/panorama/morandi-bruecke-genua-einsturz-1.4689466, Accessed: 30 July 2020; (2020) Brücke in Italien Eingestürzt, , https://www.tagesschau.de/ausland/italien-brueckeneinsturz-101.html, Accessed: 30 July 2020; (2020) Brücken Verbinden, , https://www.vfib-ev.de/, VFIB e.V., (Accessed: 16 July 2020); (2017) Übersicht: Erneuerungsbedarf Bei Eisenbahnbrücken in Deutschland, , https://www.allianz-pro-schiene.de/themen/aktuell/erneuerungsbedarf-eisenbahnbruecken-deutschland/, Allianz Pro Schiene e.V., (Accessed: 16 July 2020); (2020) Brücken An Bundesfernstraßen, Brückenstatistik 03/2020, , https://www.bast.de/BASt-2017/DE/Ingenieurbau/Statistik/statistik-node.html, Bundesanstalt für Straßenwesen, (Accessed: 16 July 2020); (1999) Engineering Structures in Connection with Roads - Inspection and Test, , DIN 1076:1999-11; Hunkeler, F., Muehlan, B., Ungricht, H., Risiko von Betonabplatzungen infolge Bewehrungskorrosion (2006) Forschungsauftrag AGB2002/015 Auf Antrag der Arbeitsgruppe Brückenforschung (AGB), , TFB Technische Forschung und Beratung für Zement und Beton, Wildegg, Switzerland; Lim, R.S., La, H.M., Shan, Z., Sheng, W., Developing a crack inspection robot for bridge maintenance (2011) 2011 IEEE International Conference on Robotics and Automation, pp. 6288-6293; La, H.M., Gucunski, N., Dana, K., Kee, S.-H., Development of an autonomous bridge deck inspection robotic system (2017) Journal of Field Robotics, 34 (8), pp. 1489-1504; Chen, S., Laefer, D.F., Mangina, E., Zolanvari, S.M.I., Byrne, J., UAV bridge inspection through evaluated 3D reconstructions (2019) Journal of Bridge Engineering, 24 (4), p. 05019001; Charron, N., McLaughlin, E., Phillips, S., Goorts, K., Narasimhan, S., Waslander, S.L., Automated bridge inspection using mobile ground robotics (2019) Journal of Structural Engineering, 145 (11), p. 04019137; Ahmed, H., La, H.M., Gucunski, N., Review of non-destructive civil infrastructure evaluation for bridges: State-of-The-art robotic platforms, sensors and algorithms (2020) Sensors, 20 (14). , Basel, Switzerland; Potenza, F., Rinaldi, C., Ottaviano, E., Gattulli, V., A robotics and computer-aided procedure for defect evaluation in bridge inspection (2020) Journal of Civil Structural Health Monitoring, 10 (3), pp. 471-484; Hallermann, N., Morgenthal, G., Visual inspection strategies for large bridges using unmanned aerial vehicles (UAV) (2014) Computer Science; (2017) Bridge Terminology - Engineering Feed, , http://engineeringfeed.com/bridge-terminology, Accessed: 24 August 2020; Merkle, D., Schmitt, A., Reiterer, A., Sensor evaluation for crack detection in concrete bridges (2020) ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLIII-B2-2020, pp. 1107-1114; (2019) Inspection of Infrastructure with Mobile Robotics, , https://www.civil.uwaterloo.ca/snarasim/RoboticInspection.html, Accessed: 15 August 2020; Weisstein, E.W., (2020) Euler Angles - From Wolfram Mathworld, , https://mathworld.wolfram.com/EulerAngles.html, Accessed: 14 August 2020; Camera Calibration and 3D Reconstruction - OpenCV 2.4.13.7 Documentation, , https://docs.opencv.org/2.4/modules/calib3d/doc/camera-calibration-and-3d-reconstruction.html, (2020-08-14T15:52:02.000Z). (Accessed: 14 August 2020); Kumar, R., Ilie, A., Frahm, J.-M., Pollefeys, M., Simple calibration of non-overlapping cameras with a mirror (2008) 26th IEEE Conference on Computer Vision and Pattern Recognition; Xia, R., Hu, M., Zhao, J., Chen, S., Chen, Y., Fu, S., Global calibration of non-overlapping cameras: State of the art (2018) Optik, 158; (2019) Meshroom, Version 2019.2.0, , https://alicevision.org/, Accessed: 26 August 2020","Merkle, D.; Albert-Ludwigs-Universität Freiburg, Emmy-Noether-Stra-e 2, Germany; email: dominik.merkle@ipm.fraunhofer.de",,"The Society of Photo-Optical Instrumentation Engineers (SPIE)","SPIE","Remote Sensing Technologies and Applications in Urban Environments V 2020","21 September 2020 through 25 September 2020",,163695,0277786X,,PSISD,,"English","Proc SPIE Int Soc Opt Eng",Conference Paper,"Final","All Open Access, Green",Scopus,2-s2.0-85094949986
"Ogras S., Onen F.","57215579468;11641086200;","Flood Analysis with HEC-RAS: A Case Study of Tigris River",2020,"Advances in Civil Engineering","2020",,"6131982","","",,4,"10.1155/2020/6131982","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85081274281&doi=10.1155%2f2020%2f6131982&partnerID=40&md5=53353b3e86936c24a7c87f8cfee0db21","Department of Civil Engineering, Faculty of Engineering, Dicle University, Sur/Diyarbakir, Turkey","Ogras, S., Department of Civil Engineering, Faculty of Engineering, Dicle University, Sur/Diyarbakir, Turkey; Onen, F., Department of Civil Engineering, Faculty of Engineering, Dicle University, Sur/Diyarbakir, Turkey","Floods are seen in countries in tropical climatic zones, both in terms of quantity and harm. The non-tropical climate countries such as Turkey are also affected by the floods. The geographical structure of Turkey is extremely complex and varies even at short distance. Therefore, the shape and effects of the floods vary from region to region. Considering the peculiar state of nature, floods, which are the greatest disasters after the earthquake, are unlikely to occur. But floods are becoming more risky for human beings day by day because of the population growth, need of water and settlements, wrong zoning plan, and unplanned engineering practices. Regulation comes at the beginning of measures to be taken to minimize the damages that occur from the floods. To do these studies, it must be specified the changes which bridges on the rivers and hydraulics structures like regulator cause in cross sections and the effects of the changes to water surface profile due to the natural state of the land. In order to determine water surface profiles, many software packages have been developed for facilitating the analysis and calculation. HEC-RAS is one of them. In this study, the floodplain analysis was handled between Diyarbakir-Silvan Highway and historical Ten-Eyed Bridge. There are three bridges, and one of which are historical bridges, as well as fertile agricultural lands, facilities, and hospitals in the Dicle University campus, the Hevsel Gardens on the UNESCO World Cultural Heritage List, and some residential areas on the route under study. The aim of the study we have done in this much important route is to evaluate the flood areas and create a flood hazard map which can predict risky areas. And also contributing to the Tigris River Rehabilitation Project is one of the aims. About methodology, the 1/1000 maps of the study area were digitized using the AutoCAD Civil 3D program and cross sections were made by obtaining the digital elevation models of the region. The obtained cross sections were defined in the HEC-RAS software, and the hydraulic characteristics of the flood bed and the water surface profiles of the Q25, Q50, Q100, and Q500 flood recurring and one-dimensional floodplain analysis of the Tigris River were determined. © 2020 Selman Ogras and Fevzi Onen.",,,,,,,,"This study was supported by Dicle University-Scientific Research Projects Coordinator (DUBAP), Engineering 17.016 project number.",,,,,,,,,,"Onuşluel, G., (2005) Floodplain Management Based on HEC-RAS Modelling System, , Izmir, Turkey Dokuz Eylül Üniversitesi Fen Bilimleri Enstitüsü Ph.D. thesis; Erkek, C., Aǧiralioǧlu, N., (2013) Su Kaynaklari Mühendisliǧi, p. 394. , Istanbul, Turkey Beta Yayinevi; Seckin, G., Comparison of Sediment Transport Rates between Symmetric and Asymmetric Straight Compound Channels, pp. 139-144. , Proceedings of the Eighth International Symposium on Stochastic Hydraulics 2000 Beijing, China; Yurtal, R., Seçkin, G., Kaya, D., Atabay, S., Seyhan nehri su yüzü profillerinde köprülerden kaynaklanan kabarmalarin HEC-RAS paket programi kullanilarak modellenmesi (2003) DMO Teknik Dergi, 14 (2), pp. 2935-2948; Kara, Ö., (2009) Su Yüzü Profillerinin Hec-ras Paket Programiyla Incelenmesi, , Kayseri Turkey Erciyes Üniversitesi, Fen Bilimleri Enstitüsü M.S. thesis; Tuncer, İ., (2011) Açik Kanallarda Su Yüzü Profilinin Belirlenmesi, Nakkaş Dere Örneǧinde Bir Hec-ras Uygulamasi, , Ankara, Turkey Gazi Üniversitesi, Fen Bilimleri Enstitüsü M.S. thesis; Deng, X.Y., Li, W.F., Application of HEC-RAS model for evaluation of flood control of Mijiang Super-long Bridge (2012) South-to-North Water Diversion and Water Science and Technology, 1, p. 034; Hameed, L.K., Ali, S.T., Estimating of Manning's roughness coefficient for Hilla River through calibration using HEC-RAS model (2013) Jordan Journal of Civil Engineering, 159 (701), pp. 1-10; Efe, H., (2014) Batman çayi'Nin Taşkin Analizinin Hec-ras Programiyla Yapilmasi, , Diyarbakir, Turkey Dicle Üniversitesi, Fen Bilimleri Enstitüsü M.S. thesis; Bagatur, T., Hamidi, N., Evaluation with stream characteristics of downstream flood problems after dam construction (2014) Journal of Environmental Engineering and Landscape Management, 22 (2), pp. 96-104. , 2-s2.0-84903312394; Abdelbasset, M., Abderrahim, L., Chaouni, A.C.A., Abdellah, B., Lahcen, B., Laila, B., Integration of GIS and HEC-RAS in floods modeling of the Ouergha river, Northern Morocco (2015) Environmental Science, 11 (2), pp. 1857-7881; Khattak, M.S., Anwar, F., Saeed, T.U., Sharif, M., Sheraz, K., Ahmed, A., Floodplain mapping using HEC-RAS and ArcGIS: A case study of Kabul River (2016) Arabian Journal for Science and Engineering, 41 (4), pp. 1375-1390. , 2-s2.0-84962646509; Rajib, A., Merwade, V., Liu, Z., (2016) Large Scale High Resolution Flood Inundation Mapping in near Real-Time, , West Lafayette IN, USA Lyles school of Civil Engineering, Purdue University; Ullah, S., Farooq, M., Sarwar, T., Tareen, M.J., Abdul, W.M., Flood modeling and simulations using hydrodynamic model and ASTER DEM-A case study of Kalpani river (2016) Arabian Journal of Geosciences, 9, p. 439. , 2-s2.0-84971281250; Yaylak, M., (2016) Coǧrafi Bilgi Sistemleri (Cbs) Yardimiyla Bitlis Deresi Taşkin Risk Analizi. Yüksek Lisans Tezi, , Bitlis, Turkey Bitlis eren üniversitesi, fen bilimleri enstitüsü; Onen, F., Bagatur, T., Prediction of flood frequency factor for Gumbel distribution using regression and GEP model (2017) Arabian Journal for Science and Engineering, 42 (9), pp. 3895-3906. , 2-s2.0-85027890049; Bagatur, T., Onen, F., Development of predictive model for flood routing using genetic expression programming (2018) Journal of Flood Risk Management, 11, pp. 444-454. , 2-s2.0-84975709432; Romali, N.S., Yusop, Z., Ismail, A.Z., Application of HEC-RAS and Arc GIS for floodplain mapping in Segamat town, Malaysia (2018) International Journal of GEOMATE, 14 (43), pp. 125-131. , 2-s2.0-85040928074; Khalfallah, C.B., Saidi, S., Spatiotemporal floodplain mapping and prediction using HEC-RAS-GIS tools: Case of the Mejerda river, Tunisia (2018) Journal of African Earth Sciences, 142, pp. 44-51. , 2-s2.0-85046019415; Dysarz, T., Application of Python scripting Techniques for control and automation of HEC-RAS simulations (2018) Water, 10 (10), p. 1382. , 2-s2.0-85054363296; Baniya, M.B., Asaeda, T., Shivaram, K.C., Jayashanka, S.M.D.H., Hydraulic parameters for sediment Transport and prediction of suspended sediment for Kali Gandaki River basin, Himalaya, Nepal (2019) Water, 11 (6), p. 1229. , 2-s2.0-85068835409; Hirca, T., Sönmez, O., Determination of flood inundation maps: A case study of Akyazi industrial zone (2019) Sakarya University Journal of Science, 23 (2), pp. 301-307; Ogras, S., (2018) Dicle nehri'Nin Taşkin Analizinin Hec-ras Programiyla Yapilmasi, , Diyarbakir, Turkey Dicle Üniversitesi, Fen Bilimleri Enstitüsü M.S. thesis; Ulugur, M.E., (1972) Su Mühendisliǧi, , İstanbul, Turkey Çaǧlayan Kitabevi; Mondal, I., Bandyopadhyay, J., Paul, A.K., Estimation of hydrodynamic pattern change of Ichamati River using HEC RAS model, West Bengal, India (2016) Modeling Earth Systems and Environment, 2 (3), p. 125; Chow, V.T., (1959) Open Channel Hydraulic, pp. 1-728. , New York, NY, USA McGraw-Hill; Cowan, W.L., Estimating hydraulic roughness coefficients (1956) Agricultural Engineering, 37 (7), pp. 473-475; Brunner, G.W., (2010) HEC-RAS River Analysis System Hydraulic Reference Manual, , Washington, DC, USA U.S. Army Corps of Engineers Version 4.1","Onen, F.; Department of Civil Engineering, Turkey; email: fonen@dicle.edu.tr",,,"Hindawi Limited",,,,,16878086,,,,"English","Adv. Civ. Eng.",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85081274281
"Shao C., Yan H., Chen L., Xu Y., Cao S.","24722125700;57199273631;57770572500;54400649900;57209362619;","Widening and Strengthening of the Songpu Bridge",2019,"Structural Engineering International","29","3",,"354","361",,4,"10.1080/10168664.2019.1601052","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067552104&doi=10.1080%2f10168664.2019.1601052&partnerID=40&md5=5ded88d4e2e3df142d7946585ea5e94c","Shanghai Municipal Engineering Design and Research Institute, Shanghai, China; Department of Bridge Engineering in Civil Engineering, Tongji University, Shanghai, China","Shao, C., Shanghai Municipal Engineering Design and Research Institute, Shanghai, China; Yan, H., Shanghai Municipal Engineering Design and Research Institute, Shanghai, China; Chen, L., Shanghai Municipal Engineering Design and Research Institute, Shanghai, China; Xu, Y., Department of Bridge Engineering in Civil Engineering, Tongji University, Shanghai, China; Cao, S., Department of Bridge Engineering in Civil Engineering, Tongji University, Shanghai, China","The old Songpu Bridge is a railway-highway combined steel truss bridge. Due to the continuously increased traffic pressure during the past decades, the Songpu Bridge needs to be widened and strengthened urgently. This paper presents key issues in the widening and reconstruction design of the old Songpu Bridge, including reinforcement of the truss, structural design of the upper and lower decks, connection details of the superstructure, transverse anti-overturning design, connecting methods between the renovated approach bridge and the old bridge and the seismic design of the renovated bridge as well. The experience and engineering practice will provide valuable references for other similar old bridges that also need retrofit and reconstruction. © 2019, © 2019 International Association for Bridge and Structural Engineering (IABSE).","railway and highway bridge; reconstruction; steel truss bridge; the Songpu Bridge; widening design","Image reconstruction; Railroads; Seismic design; Steel bridges; Trusses; Anti-overturning; Connection details; Engineering practices; Key Issues; Steel truss bridge; Traffic pressure; Highway bridges",,,,,"2017YFC1500700; Shanghai Nuclear Engineering Research and Design Institute, SNERDI","This research is partially supported by National Key Research and Development Plan of China [grant number 2017YFC1500700] and the design team of Shanghai Municipal Engineering Design and Research Institute, Shanghai, China, their contribution is greatly appreciated.",,,,,,,,,,"Johnston, D.W., Zia, P., Level-of-service system for bridge evaluation (1984) Transport. Res. Board, 962, pp. 1-8; Richaed, N., BEF analogy for analysis of girder (1988) Proc. ASCE, 94 (7), pp. 1719-1743; (1998) Guide for widening highway bridges, , ACI Committee 345; (2006), South Carolina, D. O. T. SCDOT bridge design manual; (2011) Drafting and Design Presentation Standards Manual, , in Australia; Shushkewich, K.W., The strutted box widening method for prestressed concrete segmental bridges (2003) PCI J, 48 (6), pp. 64-81; Shushkewich, K.W., Design of prestressed concrete bridges to accommodate future widening (2005) PCI J, 50 (3), pp. 74-89; Wellings, P., Hart, A., Hilton, J., 6th Austroads Bridge Conference, 10P (in Australian), , Spit Bridge widening: investigation and design., 2006; Counsell, J.H.W., Nossiter, P.A., Bridge Management 4 - Inspection, Maintenance, Assessment and Repair, , Widening and strengthening of Kingston Bridge., 673–683 (in English), 2000; Hartman, J.J., Pepe, F., Castelli, R.J., Widening of the George P. Coleman memorial bridge (2008) Paper presented at: Geocongress, , Mar 9–12, New Orleans, LO, USA. Reston, VA: ASCE; 2012. p. 976–983; Fiori, C.M., David, S.A., Bridge superstructure lowering operation—US 60 widening, Mesa, Arizona (2004) Practice Periodical Struct. Des. Constr, 9 (2), pp. 102-107; Conway, W.B., Bridge Management 5: Inspection, Maintenance, Assessment and Repair: Proceedings of the 5th International Conference on Bridge Management, , Widening the Huey P. Long bridge., 75–82 (in English), 2005; Murillo, J., Todd, T., Widening the Huey P. Long bridge (2006) Better Roads, 76, pp. 74-77; Kleinhans, D.D., Monitoring during bridge widening (2010) Railway Track Struct, 3, p. 106; Zhai, E., Lawson, S., Geohunan International Conference, , Geotechnical design of a bridge widening project a highly active seismic region of Southern California., 177–182 (in Chinese), 2009; Code for Seismic Design of Urban Bridges, CJJ 166-2011. China Construction Industry Press: Beijing, China, in Chinese","Xu, Y.; Department of Bridge Engineering in Civil Engineering, China; email: yanxu@tongji.edu.cn",,,"Taylor and Francis Ltd.",,,,,10168664,,,,"English","Struct Eng Int J Int",Article,"Final","",Scopus,2-s2.0-85067552104
"Lesiuk G., Sire S., Ragueneau M., Correia J.A.F.O., Pedrosa B.A.S., De Jesus A.M.P.","33767847900;55314696200;57191744844;35168869200;57194159144;57195754611;","Mean stress effect and fatigue crack closure in material from old bridge erected in the late 19th century",2019,"Procedia Structural Integrity","17",,,"198","205",,4,"10.1016/j.prostr.2019.08.027","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85074651325&doi=10.1016%2fj.prostr.2019.08.027&partnerID=40&md5=f939f9ca536eff482c2ad7ef0bc49fe7","Faculty of Mechanical Engineering, Department of Mechanics, Materials Science and Engineering, Wrocław University of Science and Technology, Smoluchowskiego 25, Wrocław, 50-370, Poland; University of Brest, IRDL, UMR CNRS 6027, Brest, 29200, France; SNCF Réseau, DGII-OA, La Plaine Saint-Denis, 93210, France; INEGI, Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; ISISE, Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal","Lesiuk, G., Faculty of Mechanical Engineering, Department of Mechanics, Materials Science and Engineering, Wrocław University of Science and Technology, Smoluchowskiego 25, Wrocław, 50-370, Poland; Sire, S., University of Brest, IRDL, UMR CNRS 6027, Brest, 29200, France; Ragueneau, M., SNCF Réseau, DGII-OA, La Plaine Saint-Denis, 93210, France; Correia, J.A.F.O., INEGI, Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal; Pedrosa, B.A.S., ISISE, Department of Civil Engineering, University of Coimbra, Rua Luís Reis Santos, Pólo II, Coimbra, 3030-788, Portugal; De Jesus, A.M.P., INEGI, Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, Porto, 4200-465, Portugal","The problem considered in this paper is the structural integrity of old materials from the 19th century by means of fatigue crack growth problem. The authors present an overview of the fatigue fracture properties of old puddle iron members extracted from long-term operated bridges located in France. The fracture properties and fatigue crack growth results for 19th-century puddle iron are presented and compared with typical Kinetic Fatigue Fracture Diagram (KFFD) constructing methods. The presented results for fatigue crack growth rate description under mode I using Kapplied approach and Keffective approach differs significantly using variable mean stress effect - R-ratio (0.05; 0.7). As it was demonstrated, the hysteresis loop analyses allow to obtain the estimated crack closure level. From the engineering point of view, there is a strong need for generalization of the KFFDs description using mean stress robust parameter involving local crack tip behavior for old puddle iron. Additionally, there are discussed the strengthening methods based on CFRP for this type of ancient materials in the light of the obtained numerical results for strengthened and non-strengthened puddle iron/steel specimens using CFRP patches using local approach. © 2019 The Authors. Published by Elsevier B.V.","Fatigue crack growth; Fracture analysis; Lifetime predictions; Puddle iron",,,,,,"Politechnika Wrocławska, WUST: 0402/0084/18","This work was financially supported by the Wrocław University of Science and Technology grant no 0402/0084/18.",,,,,,,,,,"Abaqus, (2012) Analysis User's Manual, 6, p. 12. , Dassault Systèmes, Hibbitt, Karlsson & Sorensen, Inc., Simulia, Providence, RI; Jesus, A.M.P.D., Silva, A.L.L.D., Figueiredo, M.V., Correia, J.A.F.O., Ribeiro, A.S., Fernandes, A.A., Strain-life and crack propagation fatigue data from several Portuguese old metallic riveted bridges (2011) Engineering Failure Analysis, 18 (1), pp. 148-163; Elber, W., Fatigue crack closure under cyclic tension (1970) Eng. Fract. Mech., 2, pp. 37-45; Lesiuk, G., Szata, M., Correia, J.A.F.O., De Jesus, A.M.P., Kucharski, P., Berto, F., Kinetics of fatigue crack growth and crack closure effect in long term operating steel manufactured at the turn of the 19th and 20th centuries (2017) Engineering Fracture Mechanics, 185, pp. 160-174. , http://doi.org/10.1016/j.engfracmech.2017.04.044}; Lesiuk, G., Correia, J.A.F.O., Smolnicki, M., De Jesus, A.M.P., Duda, M., Montenegro, P.A., Calcada, R.A.B., Fatigue crack growth rate of the long term operated puddle Iron from the Eiffel bridge (2019) Metals, 9 (1). , Article number; Lesiuk, G., Katkowski, M., Correia, J., De Jesus, A.M.P., Blazejewski, W., Fatigue crack growth rate in CFRP reinforced constructional old steel (2018) International Journal of Structural Integrity, 9 (3), pp. 381-395; Lesiuk, G., Rymsza, B., Rabiega, J., Correia, J.A.F.O., De Jesus, A.M.P., Calcada, R., Influence of loading direction on the static and fatigue fracture properties of the long term operated metallic materials (2019) Engineering Failure Analysis, 96, pp. 409-425; Krechkovska, H., Student, O., Lesiuk, G., Correia, J., Features of the microstructural and mechanical degradation of long term operated mild steel (2018) International Journal of Structural Integrity, 9 (3), pp. 296-306; Correia, J.A.F.O., De Jesus, A.M.P., Moreira, P.M.G.P., Tavares, P.J.S., Crack closure effects on fatigue crack propagation rates: Application of a proposed theoretical model (2016) Advances in Materials Science and Engineering, 2016. , Article number; Correia, J.A.F.O., Blasón, S., Arcari, A., Muñiz-Calvente, M., Apetre, N., Moreira, P.M.G.P., De Jesus, A.M.P., Fernández-Canteli, A., Modified CCS fatigue crack growth model for the AA2019-T851 based on plasticity-induced crack closure (2016) Theoretical and Applied Fracture Mechanics, 85, pp. 26-36. , http://dx.doi.org/10.1016/j.tafmec.2016.08.024}, October {; Correia, J.A.F.O., De Jesus, A.M.P., Calçada, R., Pedrosa, B., Rebelo, C., Da Silva, L.S., Lesiuk, G., Statistical analysis of fatigue crack propagation data of materials from ancient Portuguese metallic bridges (2017) Frattura Ed Integrita Strutturale, 11 (42), pp. 136-146; Gallegos Mayorga, L., Sire, S., Correia, J.A.F.O., De Jesus, A.M.P., Rebelo, C., Fernández-Canteli, A., Ragueneau, M., Plu, B., Statistical evaluation of fatigue strength of double shear riveted connections and crack growth rates of materials from old bridges (2017) Engineering Fracture Mechanics, 185, pp. 241-257; Gallegos Mayorga, L., Sire, S., Ragueneau, M., Plu, B., Understanding the behaviour of wrought-iron riveted assemblies: Manufacture and testing in France (2017) Proceedings of the Institution of Civil Engineers - Engineering History and Heritage, 170 (2), pp. 67-79; (2015) ASTM E647-15a - Standard Test Method for Measurement of Fatigue Crack Growth Rates; Melenk, J.M., Babuska, I., The partition of unity finite element method: Basic theory and application (1997) International Journal for Numerical Method in Engineering, 40 (4), pp. 289-314; Kotowski, P., Lesiuk, G., Correia, J.A.F.O., De Jesus, A.M.P., Mixed mode (I+II) fatigue crack paths in S355J0 steel in terms of fractal geometry (2018) AIP Conference Proceedings, 2028. , Article number; Dekker, R., Van Der Meer, F.P., Maljaars, J., Sluys, L.J., A cohesive XFEM model for simulating fatigue crack growth under mixed-mode loading and overloading (2019) International Journal for Numerical Methods in Engineering, 118 (10), pp. 561-577; Zhu, S.P., Lei, Q., Wang, Q.Y., Mean stress and ratcheting corrections in fatigue life prediction of metals (2017) Fatigue & Fracture of Engineering Materials & Structures, 40 (9), pp. 1343-1354","Lesiuk, G.; Faculty of Mechanical Engineering, Smoluchowskiego 25, Poland; email: Grzegorz.Lesiuk@pwr.edu.pl","Moreira P.M.G.P.Tavares P.J.S.",,"Elsevier B.V.","3rd International Conference on Structural Integrity, ICSI 2019","2 September 2019 through 5 September 2019",,153363,24523216,,,,"English","Proc. Struc. Inte.",Conference Paper,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85074651325
"Jurkowska N.","57201664782;","Considering nonlinear properties of concrete in the design of reinforced concrete structures for torsion",2018,"IOP Conference Series: Materials Science and Engineering","364","1","012030","","",,4,"10.1088/1757-899X/364/1/012030","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049376111&doi=10.1088%2f1757-899X%2f364%2f1%2f012030&partnerID=40&md5=5c75ed7cbd9f01a926f2124c80e6344b","Tadeusz Kosciuszko Cracow University of Technology, Poland","Jurkowska, N., Tadeusz Kosciuszko Cracow University of Technology, Poland","Restoration and maintenance of cultural heritage concrete and reinforced objects always require accounting for the torsional stress in the elements, as well as the tensile, compressive and shearing stress. It should be considered, that torsion always develops in the elements of spatial structures, including cross-ribbed systems, bridges and overlaps, elements of shells and domes, stairs, etc. This paper briefly systematizes substantive results of the last studies of an urgent problem of torsional stiffness of reinforced concrete elements, including theoretical investigations, experimental studies and numerical research. Stress redistribution in the statically indeterminate reinforced concrete structures' elements depends on both torsional and bending stiffness. However, while bending stiffness is considered in the design practice, the torsional stiffness is not aknowledged by engineers, nor used in building standards and software packages. This paper aims to substantiate the necessity of considering the torsional stiffness of reinforced concrete elements in design practice. This article is the result of numerous investigations conducted in the scientific school of professor Taliat Azizov. They certify that reduction of the torsional stiffness must be considered along with the bending stiffness in different stages of behaviour of concrete structures. Moreover, the research conducted for this paper proved that a change in the shear modulus of concrete also affects the deflected mode of structures and should be accounted for as the component of torsional stiffness. In order to provide engineers with specialized design techniques, they have been developed for the calculation of torsional stiffness of reinforced concrete elements with normal cracks of rectangular, triangular, t-sections, box-sections, and other cross-sections. The engineering bilinear shear stress-strain curve for concrete has also been proposed on the basis of experimental studies. © Published under licence by IOP Publishing Ltd.",,"Concrete buildings; Concrete construction; Design; Shear stress; Stiffness; Stress-strain curves; Torsional stress; Cultural heritages; Nonlinear properties; Numerical research; Reinforced concrete elements; Scientific schools; Stress redistribution; Theoretical investigations; Torsional stiffness; Reinforced concrete",,,,,,,,,,,,,,,,"Foti, D., Shear Vulnerability of Historical Reinforced-Concrete Structures (2014) Int. J. Archit. Herit. Conserv. Anal. Restor., pp. 453-467; Palmisano, F., A Preliminary Study on Shear Capacity of Historical Reinforced Concrete Beams (2017) Int. J. Herit. Arch., 1, pp. 608-623; Azizov, T.N., (2006) Prostranstvennaya Rabota Zhelezobetonnyh Perekrytij. Teoriya i Metody Rascheta [Spatial Work of Concrete Overlaps. The Theory and Techniques for Calculation], , (Ukraine, Poltava); Eurocode 2: Design of concrete structures: Part 1-1: General rules and rules for buildings (2004) London Br. Stand. Inst., p. 230; (2011) Building Code Requirements for Structural Concrete and Commentary (ACI 318M-11), , (Farmington Hills: American Concrete Institute); Tragwerke aus Beton, Stahlbetoon und Spannbeton - Teil 4: Erganzende Regeln fur die Herstellung und die Konformitat von Fertigteilen (2014) Ersatz für DIN 1045-42001-07, p. 378; (2010) Eurokod 2: Projektowanie Konstrukcji Z Betonu. Czȩść 1-1: Reguły Ogólne i Reguły Dla Budynków; Godycki-Ćwirko, T., (2006) Skrȩcanie, W: Podstawy Projektowania Konstrukcji Żelbetowych i Sprȩżonych Według Eurokodu 2, , Godycki-Cacute;wirko T ed (Wroclstrok;aw: Dolnosacute;lacedil;skie Wydawnictwo Edukacyjne); Knauff, M., Golubińska, A., Knyziak, P., (2014) Tablice i Wzory Do Projektowania Konstrukcji Żelbetowych Z Przykładami Obliczeń, , (Wydawnictwo Naukowe PWN); Jurkowska, N.R., (2016) Kruchennya Zalizobetonnyh Elementiv v Inozemnyh Doslidzhennyah i Standartah [Torsion of the Reinforced Concrete Elements in the Foreign Researches and Standads]: [Monography], , (Kyiv: Interservis); (2009) Australian Standard Concrete Structures, 2009. , 2009 (Australia, Sydney: Standards Australia International Ltd.); Kong, C.H., (2013) Code of Practice for Structural Use of Concrete, , (Hong Kong: The Government of the Hong Kong Special Administrative Region, H.K.B. Department); (2000) Code of Practice for Plan and Reinforced Concrete, , (India, New Delhi: Bureau of Indian Standards); (2008) Design Guide of High Strength Concrete to Singapore Standard CP 65 200, , (BCA Sustainable Construction, Series - 3) (Singapore: Building and Construction Authority); (2006) Concrete Structures Standard, , (New Zealand, Wellington: Standards New Zealand); (2003) Betonnye i Zhelezobetonnye Konstruktsii [Concrete and Reinforced Concrete Structures], , (Belarus: Minsk); (2011) Betonni Ta Zalizobetonni Konstruktsiyi. Osnovni Polozhennya. [Concrete and Reinforced Concrete Structures. Substantive Provisions], , (Kyiv: Minregionbud of Ukraine); (1989) Betonnye i Zhelezobetonnye Konstruktsii [Concrete and Reinforced Concrete Structures], , ∗ (Moscow); Azizov, T., Zhestkost' zhelezobetonnyh ehlementov pri kruchenii i ee vliyanie na prostranstvennuyu rabotu mostov [Stiffness of reinforced concrete elements in torsion and its impact on the spatial work of bridges] (2009) Mech. Phys. Fract. Build. Mater. Constr. Collect. Sci. Work. H. V. Karpenko Physico-Mechanical Inst. Natl. Acad. Sci. Ukr., pp. 576-590; Geniev, G.A., Kissock, V.N., Tyupin, G.A., (1974) Teoriya Plastichnosti Betona i Zhelezobetona [The Theory of Plasticity of Concrete and Reinforced Concrete], , (Moscow: Stroiizdat); Kasayev, D.H., (2001) Prochnost' Ehlementov Zhelezobetonnyh Konstrukcij Pri Kruchenii i Izgibe S Krucheniem [Strength Reinforced Concrete Structures' Elements under Torsion and Bending with Torsion], , (Rostov na Donu: Rostov university); Paramonov, D., (2012) Zhestkost i Prochnost Zhb Elementov Z Normalnymi Treshinami Pri Izgibe S Krucheniem [Stiffness and Strength of Reinforced Concrete Elements with Normal Cracks under Bending with Torsion], , (Ukraine, Odessa: Odessa State Academy of Civil Engineering and Architecture); Cowan, H.J., (1972) Kruchenie v Obychnom i predvaritel'No Napriazhennom Zhelezobetone [Torsion in the Ordinary and Prestressed Reinforced Concrete], , (Moscow: Strojizdat); Kemp, E.L., Sozen, M.A., Siess, C.P., (1961) Torsion in Reinforced Concrete. A Report on A Research Project, p. 128. , (Sponsored by The University Research Board); Gudmand-Hoyer, T., (2004) Stiffness of Concrete Slabs. Report BYG - DTU R-092, 4. , (Danmark); Yaremenko, O.F., Shkola, Yu.O., (2010) Nesucha Zdatnist' Ta Deformatyvnist' Zalizobetonnykh Sterzhnevykh Elementiv v Skladnomu Napruzhenomu Stani [Bearing Capacity and Deformability of the Reinforced Concrete Strain Elements in A Compound Stress], , (Odessa: Odessa State Academy of Civil Engineering and Architecture); Karpenko, N.I., (1996) Obshchie Modeli Mekhaniki Zhelezobetona [General Models of the Mechanics of Reinforced Concrete], , (Moscow: Stroyizdat); Azizov, T., Jurkowska, N., (2015) The Shear Modulus of Concrete Considering Plastic Deformations, , (Odessa); Bentz, E.C., Vecchio, F.J., Collins, M.P., Simplified modified compression field theory for calculating shear strength of reinforced concrete elements (2006) ACI Struct. J., 103, pp. 614-624","Jurkowska, N.; Tadeusz Kosciuszko Cracow University of TechnologyPoland; email: nadzieja.jurkowska@pk.edu.pl",,"","Institute of Physics Publishing","Florence Heri-Tech 2018 - The Future of Heritage Science and Technologies","16 May 2018 through 18 May 2018",,137444,17578981,,,,"English","IOP Conf. Ser. Mater. Sci. Eng.",Conference Paper,"Final","All Open Access, Bronze",Scopus,2-s2.0-85049376111
"Spacca S., Dellapiana E., Sanna A.","57203640982;39764491000;7005712416;","Promoting industrial cultural heritage by augmented reality: Application and assessment",2018,"Open Cybernetics and Systemics Journal","12","1",,"61","71",,4,"10.2174/1874110X01812010061","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052526783&doi=10.2174%2f1874110X01812010061&partnerID=40&md5=54e4316eedd4edf2053cd55a6b0d8112","Dipartimento di Automatica ed Informatica, Politecnico di Torino, Torino, Italy; Dipartimento di Architettura e Design, Politecnico di Torino, Torino, Italy","Spacca, S., Dipartimento di Automatica ed Informatica, Politecnico di Torino, Torino, Italy; Dellapiana, E., Dipartimento di Architettura e Design, Politecnico di Torino, Torino, Italy; Sanna, A., Dipartimento di Automatica ed Informatica, Politecnico di Torino, Torino, Italy","Backgrund: Recent improvements of augmented reality technologies have boosted the design and the development of new solutions to support the user when visiting cultural sites. Each kind of multimedia information can be conveyed to the user in a new and intriguing way. On the other hand, a model to evaluate this kind of AR solutions for cultural heritage still misses. Objective: This paper aims to bridge the gap between applications and assessment by proposing a multivariate evaluation model and its application for an Android mobile augmented reality application designed to support the user during the visit of the historical industrial site of Carpano in Turin, Italy. This site is now a museum that keeps alive the memory of antique procedures and industrial machineries. Method: The proposed assessment model is based on a star like representation, which is often used to denote multivariate models; the length of each ray denotes the value of the corresponding variate. A three-level scale has been chosen for the proposed star-like representation: full length corresponds to the high-maximum level, medium length corresponds to the fair-average level and short length corresponds to the poor-null level. Results: The proposed AR application has been used by 13 people who, at the end of the experience, filled a questionnaire. Subjective feedbacks allowed us to evaluate the application usability. Moreover, the multivariate evaluation model has been applied to the AR application, thus outlining advantages and drawbacks. Conclusion: The presented multivariate evaluation model considers several different elements that can have an impact on the user experience; it also takes into account the coherence of the multimedia material used to augment the visit, as well as the impact of different thematic routes, is assessed. © 2018 Spacca et al.","Assessment model; Augmented reality; Cultural heritage; Industrial architecture and heritage; Star-like representation",,,,,,,,,,,,,,,,,"Azuma, R.T., A survey of augmented reality (1997) Presence (Camb. Mass.), 6 (4), pp. 355-385. , http://dx.doi.org/10.1162/pres.1997.6.4.355; Billinghurst, M., Clark, A., Lee, G., A survey of augmented reality (2015) Foundations and Trends in Human: Computer Interaction, 8 (2), pp. 73-272. , http://dx.doi.org/10.1561/1100000049; Sanna, A., Manuri, F., A survey on applications of augmented reality (2016) Advances in Computer Science: An International Journal, 5 (1), pp. 18-27; Milgram, P., Takemura, H., Utsumi, A., Kishino, F., Augmented reality: A class of displays on the reality-virtuality continuum (1995) Telemanipulator and Telepresence Technologies, 2351, pp. 282-293. , International Society for Optics and Photonics, December; Van Krevelen, D.W.F., Poelman, R., A survey of augmented reality technologies, applications and limitations (2010) Int. J. Virtual Real., 9 (2), p. 1; Kounavis, C.D., Kasimati, A.E., Zamani, E.D., Enhancing the tourism experience through mobile augmented reality: Challenges and prospects (2012) Int. J. Eng. Bus. Manag., 4, p. 10. , http://dx.doi.org/10.5772/51644; Noh, Z., Sunar, M.S., Pan, Z., A review on augmented reality for virtual heritage system (2009) International Conference on Technologies for E-Learning and Digital Entertainment, pp. 50-61. , http://dx.doi.org/10.1007/978-3-642-03364-3_7, Springer, Berlin: Heidelberg; Haugstvedt, A.C., Krogstie, J., Mobile augmented reality for cultural heritage: A technology acceptance study (2012) IEEE International Symposium on Mixed and Augmented Reality (ISMAR), pp. 247-255. , http://dx.doi.org/10.1109/ISMAR.2012.6402563; Brogni, B.A., Avizzano, C.A., Evangelista, C., Bergamasco, M., Technological approach for cultural heritage: Augmented reality (1999) IEEE International Workshop on Robot and Human Interaction, pp. 206-212. , http://dx.doi.org/10.1109/ROMAN.1999.900341; Vlahakis, V., Karigiannis, J., Tsotros, M., Gounaris, M., Almeida, L., Stricker, D., Gleue, T., Ioannidis, N., Archeoguide: First results of an augmented reality, mobile computing system in cultural heritage sites (2001) Virtual Reality, Archeology, and Cultural Heritage, 9. , http://dx.doi.org/10.1145/584993.585015; Vlahakis, V., Ioannidis, N., Karigiannis, J., Tsotros, M., Gounaris, M., Gleue, T., Daehne, P., Almeida, L., Archeoguide: An augmented reality guide for archaeological sites (2002) IEEE Comput. Graph. Appl., 22 (5), pp. 52-60. , http://dx.doi.org/10.1109/MCG.2002.1028726; Fritz, F., Susperregui, A., Linaza, M.T., (2005) Enhancing Cultural Tourism Experiences with Augmented Reality Technologies, , 6th International Symposium on Virtual Reality, Archaeology and Cultural Heritage (VAST); Choudary, O., Charvillat, V., Grigoras, R., Gurdjos, P., MARCH: Mobile augmented reality for cultural heritage (2009) Proceedings of the 17Th ACM International Conference on Multimedia, pp. 1023-1024. , http://dx.doi.org/10.1145/1631272.1631500; Zöellner, M., Keil, J., Wüest, H., Pletinckx, D., An augmented reality presentation system for remote cultural heritage sites (2009) Proceedings of the 10Th International Symposium on Virtual Reality, Archaeology and Cultural Heritage VAST, pp. 112-116; Damala, A., Stojanovic, N., Schuchert, T., Moragues, J., Cabrera, A., Gilleade, K., Adaptive augmented reality for cultural heritage: ARtSENSE project (2012) Progress in Cultural Heritage Preservation, pp. 746-755; Angelopoulou, A., Economou, D., Bouki, V., Psarrou, A., Jin, L., Pritchard, C., Kolyda, F., Mobile augmented reality for cultural heritage (2011) International Conference on Mobile Wireless Middleware, Operating Systems, and Applications, pp. 15-22. , Springer, Berlin, Heidelberg; Caggianese, G., Neroni, P., Gallo, L., Natural interaction and wearable augmented reality for the enjoyment of the cultural heritage in outdoor conditions (2014) International Conference on Augmented and Virtual Reality, pp. 267-282. , http://dx.doi.org/10.1007/978-3-319-13969-2_20, Springer: Cham; Ridel, B., Reuter, P., Laviole, J., Mellado, N., Couture, N., Granier, X., The revealing flashlight: Interactive spatial augmented reality for detail exploration of cultural heritage artifacts (2014) Journal on Computing and Cultural Heritage, 7 (2), p. 6. , http://dx.doi.org/10.1145/2611376; Mortara, M., Catalano, C.E., Bellotti, F., Fiucci, G., Houry-Panchetti, M., Petridis, P., Learning cultural heritage by serious games (2014) J. Cult. Herit., 15 (3), pp. 318-325. , http://dx.doi.org/10.1016/j.culher.2013.04.004; (2018) Augmented Reality Art Invasion at Moma, , http://www.sndrv.nl/moma/; Marto, A.G., De Sousa, A.A., Gonçalves, A.J.M., (2017) Mobile Augmented Reality in Cultural Heritage Context: Current Technologies, pp. 1-8. , 24º Encontro Português de Computação Gráfica e Interação (EPCGI), IEEE; Antonczak, L., Papetti, C., Towards a mobile enhancement of glocal heritage? Developing user experiences in relation to mobile technologies, geo-localisation and culture (2017) In: ICWMC 2017–The Thirteenth International Conference on Wireless and Mobile Communications, pp. 73-78; Aliprantis, J., Kalatha, E., Konstantakis, M., Michalakis, K., Caridakis, G., (2018) Linked Open Data as Universal Markers for Mobile Augmented Reality Applications in Cultural Heritage, , https://www.researchgate.net/profile/John_Aliprantis/publication/322337536_Linked_Open_Data_as_universal_markers_for_Mobile_Augmented_Reality_Applications_in_Cultural_heritage/links/5a5cac58aca272d4a3db83a7/Linked-Open-Data-as-universal-markers-for-Mobile-Augmented-Reality-Applications-in-Cultural-heritage.pdf; Haahr, M., Creating location-based augmented-reality games for cultural heritage (2017) Joint International Conference on Serious Games, pp. 313-318. , http://dx.doi.org/10.1007/978-3-319-70111-0_29; Kljun, M., Pucihar, K.Č., Coulton, P., User engagement continuum: Art engagement and exploration with augmented reality (2018) Augmented Reality Art, pp. 329-342. , http://dx.doi.org/10.1007/978-3-319-69932-5_18; La Duca, E., Augmented reality and virtual museums for the transmission and creation of knowledge: Designing an app for the Alhambra as a case study (2017) III Congreso De La Sociedad Internacional Humanidades Digitales Hispánicas Sociedades, políticas, Saberes (Libro De resúmenes), 18 (20), p. 337; Fenu, C., Pittarello, F., Svevo Tour: The design and the experimentation of an augmented reality application for engaging visitors of a literary museum (2018) Int. J. Hum. Comput. Stud., 114. , http://dx.doi.org/10.1016/j.ijhcs.2018.01.009; Morganti, C., Bartolomei, C., (2018) Digital Survey and Documentation of La Habana Vieja in Cuba, pp. 15-31. , http://dx.doi.org/10.1007/978-3-319-75789-6_2, Advances in Digital Cultural Heritage, 2018, pp. 15-31; Schaper, M.M., Santos, M., Malinverni, L., Berro, J.Z., Pares, N., Learning about the past through situatedness, Embodied Exploration and Digital Augmentation of Cultural Heritage sites (2018) Int. J. Hum. Comput. Stud., , http://dx.doi.org/10.1016/j.ijhcs.2018.01.003; Pucihar, K.Č., Kljun, M., (2018) ART for Art: Augmented Reality Taxonomy for Art and Cultural Heritage, pp. 73-94. , Augmented Reality Art; Noiret, S., Public History e storia pubblica nella rete (2009) Ricerche Storiche, pp. 1000-1053; Weller, T., (2012) History in the Digital Age, , Routledge; Caldesi Valeri, C., (2016) Beni Culturali E Infosfera Processi, Metodi, Mediazione, , Doctoral dissertation, Politecnico di Torino; Psomos, P., Kordaki, M., Analysis of educational digital storytelling software using the “Dimension Star” model (2012) Int. J. Knowl. Soc. Res., 3 (4), pp. 22-32. , http://dx.doi.org/10.4018/jksr.2012100103; (2018) Vuforia, , https://www.vuforia.com/; (2018) Unity, , https://unity3d.com/","Sanna, A.; Dipartimento di Automatica ed Informatica, Andrea Sanna, C.So Duca Degli Abruzzi, Italy; email: andrea.sanna@polito.it",,,"Bentham Science Publishers B.V.",,,,,1874110X,,,,"English","Open. Cybern. Syst. J.",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85052526783
"Kracht K., Kletschkowski T.","23972903500;6603248126;","From art to engineering: A technical review on the problem of vibrating canvas part I: Excitation and efforts of vibration reduction",2017,"Facta Universitatis, Series: Mechanical Engineering","15","1",,"163","182",,4,"10.22190/FUME161010009K","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017214543&doi=10.22190%2fFUME161010009K&partnerID=40&md5=fd9d7645548e50d227bf9bb88598fe54","HAW Hamburg, Department of Automotive and Aeronautical Engineering, United Kingdom","Kracht, K., HAW Hamburg, Department of Automotive and Aeronautical Engineering, United Kingdom; Kletschkowski, T., HAW Hamburg, Department of Automotive and Aeronautical Engineering, United Kingdom","Cultural assets are witnesses of past times with versatile worth. The irreplaceability of those treasures of art makes their protection our major task. This article reflects the commitment and results of 40 years of conservators’ research to protect canvas - objects of cultural heritage - particularly from mechanical loads. It gives a classification of mechanical loads that act upon canvas during transport, exhibition and storing in depot. Furthermore, it gives an overview of different approaches which were used over years to protect canvas from various mechanical loads. This article tends to bridge the gap between restorers’ knowledge and methods and concepts known from engineering dynamics. Restorers’ first steps using engineers’ methods are brought up and the necessity of theoretical modeling which has not started so far are pointed out. © 2017 by University of Niš, Serbia.","Canvas; Elastic Isolation; Paintings; Shock; Transport; Vibrations",,,,,,,,,,,,,,,,,"Kunz, S., Röhrs, S., Simon, S., Heritage Science and Sustainable Development for the Preservation of Art and Cultural Assets - On the Way to the GREEN Museum (2013) Conference Booklet, , Berlin, 11.-12. Apr. 2013; Waentig, F., Dropmann, M., Konold, K., Spiegel, E., Wenzel, C., (2015) Leitfaden Präventive Konservierung, , Report, ICOM Deutschland e.V; Michalski, S., (2013) Stuffing Everything We Know about Mechanical Properties into One Collection Simulation, , Technical Report, Canadian Conservation Institute; Kracht, K., Wagner, U., Vibration behavior of paintings and the consequences (2013) Poster Presentation at the Conference on Heritage Science and Sustainable Development for the Preservation of Art and Cultural Assets – on the Way to the GREEN Museum, , Berlin, 11.-12. Apr. 2013; Wei, W., Art in transit – The need to reconsider the problem of vibrations in the transport of cultural heritage (2006) Presentation at the International Seminar: Impact of Loan Traffic on Works of Art, , Berlin, 4.-5. Sept. 2006; Wei, W., Zijn trillingen erg? Onderzoek naar her cumulatieve effect (2008) CR: Interdisciplinair Tijdschrift Voor Conservering En Restauratie, 9, pp. 24-27; Läuchli, M., Bäschlin, N., Palmbach, C., Hoess, A., Ryser, M., Fankhauser, T., Sautter, K., Der Teufel steckt im Details – Zur Praxisanwendung der Forschungsergebnisse Transport fragiler Gemälde (2015) Zeitschrift für Kunsttechnologie Und Konservierung, 29 (2), pp. 211-222; Läuchli, M., Bäschlin, N., Palmbach, C., Ryser, M., Fankhauser, T., Hoess, A., Vibrationen – kleine Erschütterungen millionenfach (2015) Zeitschrift für Kunsttechnologie Und Konservierung, 29 (2), pp. 223-236; Eichmüller, G., (2016) Schwingungsbelastungen Und Das Daraus Resultierende Risikopotential für Keramische Objekte - Eruierung Des Schädigungspotentials Anhand Von Keramischen Prüfkörpern ausgelöst Durch Ein innerstädtisches Belastungsprofil, , Master-Thesis, HTW Berlin; Graf, B., (1996) Statistische Gesamterhebung an Den Museen Der Bundesrepublik Deutschland, , 2014, Jährliches Heft, Berlin; Richards, M., (1990) Art in Transit: Studies in the Transport of Painting, , Conference Book, National Galery of Art, Washington; Gmach, A., (2014) Erschütternde Umstände, , Schwingungsbelastung von Kunst- und Bauwerken, Master-Thesis, TU München; http://www.museumoflondon.org.uk/Resources/e-learning/handling-museum-objects/; Nicolaus, K., (2001) Handbuch Der Gemälderestaurierung, , Könemann, Köln; Marcon, P.J., Shock, vibration and protective package design (1991) Art in Transit – Studies in the Transport of Paintings, , Mecklenburg, M. F. (Ed.), National Gallery of Art, Washington; Caldicott, P.J., Vibration and shock in transit situations (1991) Art in Transit – Studies in the Transport of Paintings, , Mecklenburg, M. F. (Ed.), National Gallery of Art, Washington; Marcon, P.J., Shock, vibration and the shipping environment (1991) Art in Transit – Studies in the Transport of Paintings, , Mecklenburg, M. F. (Ed.), National Gallery of Art, Washington; Saunders, D., Monitoring Shock and Vibration during the Transport of Paintings (1998) National Gallery Technical Bulletin, 19, pp. 64-73; Saunders, D., The effect of painting orientation during air transportation (2005) Presentation at ICOM-CC 14Th Triennial Conference Preprints, p. 2005. , The Hague. 12.-16. Sep; Palmbach, C., Transportmonitoring bei Gemäldetransporten - Neue Datensammlung zur Charakterisierung der Schock- und Vibrationsimmisionen, Presentation at 23 (2013) Tagung Des Österreichischen Restauratorenverbandes Konservieren Restaurieren Kunst Unterwegs, , Wien, 30.-01.Dez. 2012; Läuchli, M., Bäschlin, N., Packing systems for paintings: Damping capacity in relation to transport-induced shock and vibration (2014) Presentation at ICOM-CC 17Th Trienniel Conference, , Melbourne, 15.-19. Sep. 2014; Braun, N., (2013) Transport Von Gemälden – Grundlegende Aspekte Und Vibrationsmessungen während Eines Kunsttransports, , Master-Thesis, TU München; Kracht, K., (2011) The Investigation of the Vibration Behavior of Canvas Dependent on Weathering, , PhD Thesis, TU Berlin; http://artguardian.com/; Palmbach, C., (2012) Risk Assessment for Shock and Vibration Immissions with New Preventive Strategies for Transporting Fragile Paintings, , Test report, MSR Data Loggers; Lasyk, L., Lukomski, M., Bratasz, L., Kozlowski, R., Vibration as a hazard during the transportation of canvas paintings (2008) Studies in Conservations, 53, pp. 64-68; Thickett, D., Vibration damage levels for museum objects (2002) Presentation at ICOM-CC 13Th Triennial Meeting, , Rio de Janiero, 22.-27. Sep. 2002; Kracht, K., Schadensdetektion an Gemälden auf Leinwand mit Hilfe von mechanischen Schwingungen (2010) Presentation at öffentliche. Vortragsreihe Des Rathgen - Forschungslabors Im Schloss Charlottenburg, , Berlin, 27. Apr; Bakker, K., (2008) Gecraqueleered Canvas - Concerten Veroorzaken Trillingsschade Aan Schilderijen, De Ingenieur, 5, pp. 34-35; http://www.zeit.de/online/2008/27/eremitage-rock-konzerte; Kracht, K., Von Wagner, U., Schwingungsbelastung von Kunst- und Kulturgut (2016) Presentation at Arbeitskreis Forschung Im Museum, , München, 03. May; Kracht, K., Untersuchung des Schwingungsverhaltens von Ölgemälden (2010) Presentation at Annual Meeting European Modal Analysis Users Group, , Berlin, 11.-12. Mar. 2010; Natke, H.G., (2013) Einführung in Theorie Und Praxis Der Zeitreihen- Und Modalanalyse: Identifikation schwingungsfähiger Elastomechanischer Systeme, , Springer, Berlin; Hackney, S., Packing case design (1991) Art in Transit – Studies in the Transport of Paintings, , Mecklenburg, M. F. (Ed.), National Gallery of Art, Washington; Erhardt, D., Art in transit: Material considerations (1991) Art in Transit – Studies in the Transport of Paintings, , Mecklenburg, M. F. (Ed.), National Gallery of Art, Washington; Green, T., Performance criteria for packing (1991) Art in Transit – Studies in the Transport of Paintings, , Mecklenburg, M. F. (Ed.), National Gallery of Art, Washington; Green, T., A cushioned transit frame for paintings (1991) Art in Transit – Studies in the Transport of Paintings, , Mecklenburg, M. F. (Ed.), National Gallery of Art, Washington; Kracht, K., (2012) Vibration Measurements at Museum Ludwig, , Test report, TU Berlin; www.gemaeldetransport.ch; Kracht, K., (2016) Vibration Measurements at Different Transport Crates for Canvas, Test Report, Paconsult Hamburg.; Kracht, K., Schwingungsbelastung von Kunst- und Kulturgut (2016) Presentation at Restaurierungskolloquium Technoseum Mannheim, , Mannheim, 18. Sep; Richards, M., Foam cushioning materials: Techniques for their proper use, in: Mecklenburg, M. F (1991) Art in Transit – Studies in the Transport of Paintings, , National Gallery of Art, Washington; Richards, M., A circular slide rule for protective package design (1991) Art in Transit – Studies in the Transport of Paintings, , Mecklenburg, M. F. (Ed.), National Gallery of Art, Washington; Green, T., Vibration control: Paintings on canvas supports (1991) Art in Transit – Studies in the Transport of Paintings, , Mecklenburg, M. F. (Ed.), National Gallery of Art, Washington; http://www.3sat.de/mediathek/?mode=play&obj=46414; Smyth, A.W., Brewick, P., Greenbaum, R., Chatzis, M., Serotta, A., Stünkel, I., Vibration Mitigation and Monitoring: A Case Study of Construction in a Museum (2016) Journal of the American Institute for Conservation, 55 (1), pp. 32-55; Hagedorn, P., Hochlenert, D., Technische Schwingungslehre (2012) Frankfurt am Main, p. 230; http://www.gemaeldetransport.ch/category/publikationen/messungen; ftp://185.72.26.245/Astm/2/01/Section%2015/ASTM1509/PDF/D4169.pdf","Kletschkowski, T.; HAW Hamburg, Berliner Tor 9, Germany; email: thomas.kletschkowski@haw-hamburg.de",,,"University of Nis",,,,,03542025,,,,"English","Facta Univ. Ser. Mech. Eng.",Review,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85017214543
"Radojevic D., Kirkwood K.F.","34979381500;54962743300;","The new old bridge: Renovation of the MacDonald suspension bridge",2017,"Structural Engineering International","27","1",,"32","37",,4,"10.2749/101686617X14676303589516","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021112074&doi=10.2749%2f101686617X14676303589516&partnerID=40&md5=88d5d6a1e70d715ee6988805db6be47e","COWI Bridge North America, North Vancouver, Canada","Radojevic, D., COWI Bridge North America, North Vancouver, Canada; Kirkwood, K.F., COWI Bridge North America, North Vancouver, Canada","The Angus L. MacDonald Bridge crosses Halifax Harbour in Nova Scotia. The existing deck is being replaced because it has reached the end of its service life. The design of the new superstructure and its replacement sequence were completed in 2013. The contractor is now replacing the entire suspended structure and hangers sequentially during night and weekend closures while the bridge is kept open for daytime traffic. The effects of the erection sequence on bridge behaviour are supported by sophisticated automated erection analysis models which account for the geometry of the existing bridge, positioning of the erection equipment on the deck and necessary hanger and strand jack adjustments that are required during construction to prevent overloading of the structure. The design involved significant wind tunnel testing and analysis to ensure aerodynamic stability during erection and in the final condition.","Deck erection; Rehabilitation; Span raising; Superstructure replacement; Suspension bridge","Aerodynamic stability; Aerodynamics; Construction equipment; Patient rehabilitation; Suspension bridges; Wind tunnels; Analysis models; Deck erection; Existing bridge; Halifax harbour; Span raising; Superstructure replacement; Suspended structure; Wind-tunnel testing; Structural design",,,,,,,,,,,,,,,,"Radojevic, D., Eppell, J., Kirkwood, K.F., Buckland, P.G., Deck replacement of the Angus L. MacDonald suspension bridge (2014) Structures Congress 2014, Proceedings, , ASCE, Boston, USA",,,,"Int. Assoc. for Bridge and Structural Eng. Eth-Honggerberg",,,,,10168664,,,,"English","Struct Eng Int J Int",Conference Paper,"Final","",Scopus,2-s2.0-85021112074
"Fabbrocino G., Savini F., Marra A., Trizio I.","6603343935;55258119500;56712423900;57194378461;","Virtual Investigation of Masonry Arch Bridges: Digital Procedures for Inspection, Diagnostics, and Data Management",2022,"Lecture Notes in Civil Engineering","200 LNCE",,,"979","987",,3,"10.1007/978-3-030-91877-4_112","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121924857&doi=10.1007%2f978-3-030-91877-4_112&partnerID=40&md5=1e7ec12b6e7f30b4e72e3c286523c66e","ITC-CNR, Institute for Construction Technologies, Italian National Research Council, L’Aquila, 67100, Italy; Department of Biosciencesss and Territory, University of Molise, Campobasso, 86100, Italy","Fabbrocino, G., ITC-CNR, Institute for Construction Technologies, Italian National Research Council, L’Aquila, 67100, Italy, Department of Biosciencesss and Territory, University of Molise, Campobasso, 86100, Italy; Savini, F., ITC-CNR, Institute for Construction Technologies, Italian National Research Council, L’Aquila, 67100, Italy; Marra, A., ITC-CNR, Institute for Construction Technologies, Italian National Research Council, L’Aquila, 67100, Italy; Trizio, I., ITC-CNR, Institute for Construction Technologies, Italian National Research Council, L’Aquila, 67100, Italy","The Italian road and rail networks are characterised by the widespread presence of artworks, such as bridges, tunnels and viaducts, built in different historical periods. Among these, masonry arch bridges are very common and still play a functional role since they are part of roads still in use. Historic masonry bridges have been modified over the centuries due to changing needs of transport, often through specific adjustments such as widening the carriageway or resurfacing pavement road with modern materials and, in some cases, reinforcing the structures. These historic structures, although adequate, respond to different stresses, mainly related to the increase in load compared to the time of their design and construction. For this reason, it is necessary to implement actions aimed at the maintenance and safety of these structures through constant monitoring of the state of health, not only with the sensors but also with visual inspections repeated over time. In order to facilitate the analysis operations and to link the different expertise involved in the multidisciplinary knowledge process, it is important to define operational procedures and tools that are able to manage the vast historical infrastructural heritage of our territory. A virtual system, integrating digital tools and online repositories, has been set up to promote visual inspection operations for assessing the current state of the artefacts and ensuring data management by making it accessible to professionals and stakeholders involved in the intervention planning for maintenance and conservation. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Cultural heritage; Diagnostic and monitoring; Masonry arch bridges; Virtual environment; Visual inspection","Arch bridges; Arches; Digital devices; Highway administration; Information management; Inspection; Masonry bridges; Masonry materials; Roads and streets; Structural health monitoring; Carriageways; Changing needs; Cultural heritages; Diagnostic and monitoring; Historic masonry; Historical periods; Masonry arch bridges; Rail networks; Road network; Visual inspection; Virtual reality",,,,,,,,,,,,,,,,"Boje, C., Guerriero, A., Kubicki, S., Rezgui, B., Towards a semantic construction digital twin: Directions for future research (2020) Autom Constr, 114; Marra, A., Trizio, I., Fabbrocino, G., Digital tools for the knowledge and safeguard of historical heritage (2021) Civil Structural Health Monitoring. CSHM 2021. Lecture Notes in Civil Engineering, 156, pp. 645-662. , https://doi.org/10.1007/978-3-030-74258-4_41, Rainieri C, Fabbrocino G, Caterino N, Ceroni F, Notarangelo MA, vol, Springer, Cham, pp; Marra, A., Trizio, I., Savini, F., Ruggieri, A., Fabbrocino, G., Una procedura per l’Historic Digital Twin (HDT) dei ponti ad arco in muratura/ A procedure for Heritage Digital Twin (HDT) of masonry arch bridges (2021) 3D Modelling E BIM 2021 – Digital Twin. DEI Srl Tipografia Del Genio Civile, pp. 358-373. , Empler T, Caldarone A, Fusinetti A, Roma, pp; Trizio, I., Savini, F., Ruggieri, A., Archaeology of the architecture and digital representation: Procedures and instruments between connections and intersections (2020) Connecting Drawing for Weaving Relationships, pp. 2821-2842. , Arena A, Arena M, Brandolino RG, Colistra D, Ginex G, Mediati D, Nucifora S, Raffa P, FrancoAngeli, Milano, pp; Trizio, I., Savini, F., Giannangeli, A., Fiore, S., Marra, A., Fabbrocino, G., Ruggieri, A., Versatile Tools: Digital survey and virtual reality for documentation, analysis and fruition of cultural heritage in seismic areas (2019) Int Arch Photogramm Remote Sens Spatial Inf Sci, 42, pp. 377-384. , pp; Trizio, I., Savini, F., Marra, A., Ruggieri, A., The Virtual Tour as a digital tool for linking the disciplines of the drawing and the archaeology of buildings (2021) Diségno, 8, pp. 157-168; Trizio I, Savini F, Ruggieri A, Fabbrocino G (2021) Digital environment for remote visual inspection and condition assessment of architectural heritage. In: Rainieri C, Fabbrocino G, Caterino N, Ceroni F, Notarangelo MA (eds) Civil Structural Health Monitoring. CSHM 2021. Lecture Notes in Civil Engineering, vol 156. Springer, Cham, pp 869–888. https://doi. org/10.1007/978-3-030-74258-4_55; Pinto, L., Bianchini, F., Nova, V., Passoni, D., Low-cost UAS photogrammetry for road infrastructures’ inspection (2020) Int Arch Photogramm Remote Sens Spatial Inf Sci, 43, pp. 1145-1150. , pp; Zollini, S., Alicandro, M., Dominici, D., Quaresima, R., Giallonardo, M., UAV photogrammetry for concrete bridge inspection using object-based image analysis (OBIA) (2020) Remote Sensing, 12 (19), p. 3180; de Fino, M., Ceppi, C., Fatiguso, F., Virtual tours and informational models for improving territorial attractiveness and the smart management of architectural heritage: The 3D-IMPACT project (2020) Int Arch Photogramm Remote Sens Spatial Inf Sci, 44, pp. 473-480. , pp; Mah, O.B.P., Generating a virtual tour for the preservation of the (In)tangible cultural heritage of Tampines Chinese temple in Singapore (2019) J Cult Herit, 39, pp. 202-211; Bruno, F., Virtual diving in the underwater archaeological site of Cala Minnola (2017) Int Arch Photogramm Remote Sens Spatial Inf Sci, 42, pp. 121-126. , pp; Trizio, I., Savini, F., de Gasperis, G., Cordisco, A., Siti perduti e inaccessibili: L’interpretazione del patrimonio attraverso applicazioni di realtà virtuale (2018) Rappresentazione Materiale/Immateriale Drawingas (In)Tangible Representation, pp. 831-836. , Salerno R, Gangemi Editore, Roma, pp; Trizio, I., Savini, F., de Gasperis, G., Cordisco, A., Fiore, S., La navigazione VR di un’opera d’arte per la narrazione di una fabbrico storica/VR navigation of a work of art for the tale of a historical building (2019) Riflessioni L’arte Del Disegno/Il Disegno dell’arte. 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Eng., 949. , https://doi.org/10.1088/1757-899X/949/1/012105; Banfi, F., Barazzetti, L., Previtali, M., Roncoroni, F., Historic BIM: A new repository for structural health monitoring (2017) Int Arch Photogramm Remote Sens Spat Inf Sci, 42, pp. 269-274; Savini, F., Rainieri, C., Fabbrocino, G., Trizio, I., Applications of stratigraphic analysis to enhance the inspection and structural characterization of historic bridges (2021) Infrastructures, 6 (1), p. 7. , https://doi.org/10.3390/infrastructures6010007; Jouan, P., Hallot, P., Digital twin: Research framework to support preventive conservation policies (2020) ISPRS Int J Geo-Inf, 9, p. 228; Rischio, L.G.P.L.C.E.G., Esistenti, L.V.D.S.E.I.M.D.P., (2020) Approvate dall’Assemblea Generale Del Consiglio Superiore Dei Lavori Pubblici in Data, 17","Marra, A.; ITC-CNR, Italy; email: marra@itc.cnr.it","Pellegrino C.Faleschini F.Zanini M.A.Matos J.C.Casas J.R.Strauss A.",,"Springer Science and Business Media Deutschland GmbH","1st Conference of the European Association on Quality Control of Bridges and Structures, EUROSTRUCT 2021","29 August 2021 through 1 September 2021",,269849,23662557,9783030918767,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121924857
"Gagliardi V., Ciampoli L.B., D’Amico F., Alani A.M., Tosti F., Benedetto A.","57203893100;57195625280;57216492473;6603960284;55752556500;7004429875;","Remote Sensing Measurements for the Structural Monitoring of Historical Masonry Bridges",2022,"Lecture Notes in Civil Engineering","200 LNCE",,,"632","641",,3,"10.1007/978-3-030-91877-4_72","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121923426&doi=10.1007%2f978-3-030-91877-4_72&partnerID=40&md5=678b455c3d253ab6a0e2187150b66f15","Department of Engineering, Roma Tre University, Rome, Italy; School of Computing and Engineering, University of West London (UWL), London, United Kingdom","Gagliardi, V., Department of Engineering, Roma Tre University, Rome, Italy; Ciampoli, L.B., Department of Engineering, Roma Tre University, Rome, Italy; D’Amico, F., Department of Engineering, Roma Tre University, Rome, Italy; Alani, A.M., School of Computing and Engineering, University of West London (UWL), London, United Kingdom; Tosti, F., School of Computing and Engineering, University of West London (UWL), London, United Kingdom; Benedetto, A., Department of Engineering, Roma Tre University, Rome, Italy","Advances in data processing and the availability of larger SAR datasets from various high-resolution (X-Band) satellite missions have consolidated the use of the Multi-Temporal Interferometric Synthetic Aperture Radar (MT-InSAR) technique in the near-real-time assessment of bridges and the health monitoring of transport infrastructures. This research aims to investigate the viability of a novel non-destructive health-monitoring approach based on satellite remote sensing techniques for structural assessment of bridges and the prevention of damage by structural subsidence. To this purpose, commercial high-resolution TerraSAR-X (TSX) products of the German Aerospace Centre (DLR) provided by the European Space Agency (ESA), were acquired and processed by MT-InSAR technique. Analyses were developed to identify and monitor the structural displacements of the historical “Ponte Sisto” masonry bridge located in Rome, Italy, crossing the Tiber River. To this extent, the historical time-series of deformations were processed by Persistent Scatterers (PSs) relevant to critical structural elements of the bridge (i.e., bridge piers and arcs). A novel data interpretation approach is proposed based on the selection of several PS data-points with coherent deformation trends and location on the bridge. The outcomes of this study demonstrate that multi-temporal InSAR remote sensing techniques can be applied to complement non-destructive ground-based analyses (e.g., ground-penetrating radars, laser scanners, accelerometers), paving the way for future integrated approaches in the smart monitoring of infrastructure assets. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Bridge monitoring; Cultural heritage monitoring; Masonry bridges; Non-destructive assessment; PSI; Remote sensing","Damage detection; Data handling; Deformation; Geological surveys; Masonry materials; Space-based radar; Structural health monitoring; Synthetic aperture radar; Bridge monitoring; Cultural heritage monitoring; Cultural heritages; Health monitoring; High resolution; Interferometric synthetic aperture radars; Multi-temporal; Nondestructive assessment; PSI; Remote-sensing; Remote sensing",,,,,"Purdue University, PU; European Space Agency, ESA; Deutsches Zentrum für Luft- und Raumfahrt, DLR: Id.56598; Ministero dell’Istruzione, dell’Università e della Ricerca, MIUR: 20179BP4SM; Agenzia Spaziale Italiana, ASI; Ministero dell'Ambiente e della Tutela del Territorio e del Mare, MATTM","The authors wish to thank the European Space Agency (ESA) and the German Aerospace Centre (DLR) for providing the TerraSAR-X® dataset, in the framework of the project “IMA-BA (Id.56598)”, approved by ESA. The PSI time-series of the COSMO-SkyMed® products, are © of the ASI (Italian Space Agency), and provided under the license to use in the framework of the PST-A project of the Italian Ministry for Environment, Land and Sea Protection (MATTM). The authors want to acknowledge Dr. D. Perissin, Professor at the Purdue University (USA), for providing the commercial software SARPROZ®, developed by him, for the development of this research. This research is supported by the Italian Ministry of Education, University and Research under the National Project “EXTRA TN”, PRIN 2017, Prot. 20179BP4SM.",,,,,,,,,,"Chang, P.C., Flatau, A., Liu, S.C., Review paper: Health monitoring of civil infrastructure (2003) Struct Health Monit, 2 (3), pp. 257-267; Kongyang, C., Mingming, L., Xiaopeng, F., Mingming, W., Jinwu, W., Road condition monitoring using on-board three-axis Accelerometer and GPS Sensor (2011) 6Th International ICST Conference on Communications and Networking In, , China, Harbin; Olund, J., Dewolf, J., Passive structural health monitoring of connecticut’s bridge infrastructure (2007) J Infrastruct Syst, 13 (4), pp. 330-339; Mossop, A., Segall, P., Subsidence at the geysers geothermal field, N. 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International Airfield and Highway Pavements Conference; D’Amico, F., Gagliardi, V., Bianchini, C.L., Tosti, F., Integration of InSAR and GPR techniques for monitoring transition areas in railway bridges (2020) NDT&E Int, , https://doi.org/10.1016/j.ndteint.2020.102291; Qin, X., Liao, M., Zhang, L., Yang, M., Structural health and stability assessment of high-speed railways via thermal dilation mapping with time-series InSAR analysis (2017) IEEE J Select Top Appl Earth Observ Remote Sens, 10 (6), pp. 2999-3010; Gagliardi V et al (2020) Bridge monitoring and assessment by high-resolution satellite remote sensing technologies. 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Accessed 21 Mar 2020; Piano Straordinario di Telerilevamento Ambientale (PST-A) Project of the Italian Ministry for Environment, Land and Sea Protection (MATTM). http://www.pcn.minambiente.it/mattm/progetto-piano-straordinario-di-telerilevamento/; Perissin, D., Wang, T., Repeat-pass SAR interferometry with partially coherent targets (2012) IEEE Trans Geosci Remote Sens, 50 (1), pp. 271-280; Perissin, D., Wang, Z., Wang T (2011) The SARPROZ InSAR tool for urban subsi-dence/manmade structure stability monitoring in China (2011) Proceedings of the ISRSE 2010, Sidney, Australia, 10–15, , April; Dalla Via, G., Crosetto, M., Crippa, B., Resolving vertical and east-west horizontal motion from differential interferometric synthetic aperture radar: The L’Aquila earthquake (2012) J Geophys Res Solid Earth, 117, p. B2; Gagliardi, V., Bianchini Ciampoli, L., D’Amico, F., Tosti, F., Alani, A., Benedetto, A., A novel geo-statistical approach for transport infrastructure network monitoring by persistent scatterer interferometry (PSI) (2020) 2020 IEEE Radar Conference, Florence, Italy, 2020, pp. 1-6. , https://doi.org/10.1109/RadarConf2043947.2020.9266336, pp","Gagliardi, V.; Department of Engineering, Italy; email: valerio.gagliardi@uniroma3.it","Pellegrino C.Faleschini F.Zanini M.A.Matos J.C.Casas J.R.Strauss A.",,"Springer Science and Business Media Deutschland GmbH","1st Conference of the European Association on Quality Control of Bridges and Structures, EUROSTRUCT 2021","29 August 2021 through 1 September 2021",,269849,23662557,9783030918767,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121923426
"Koteš P., Vavruš M., Moravčík M.","6505747528;57203961746;22980983100;","Diagnostics and Evaluation of Bridge Structures on Cogwheel Railway",2022,"Lecture Notes in Civil Engineering","200 LNCE",,,"93","101",,3,"10.1007/978-3-030-91877-4_11","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121919327&doi=10.1007%2f978-3-030-91877-4_11&partnerID=40&md5=546dea805097fdf3a9c356aa4562befd","Civil Engineering Faculty, University of Zilina, Zilina, Slovakia","Koteš, P., Civil Engineering Faculty, University of Zilina, Zilina, Slovakia; Vavruš, M., Civil Engineering Faculty, University of Zilina, Zilina, Slovakia; Moravčík, M., Civil Engineering Faculty, University of Zilina, Zilina, Slovakia","The paper is focused on diagnostics and calculation of load-carrying capacity of the two bridge objects on cog railway (cogwheel railway) Tatranská Štrba – Štrbské Pleso in Slovakia. The bridges are situated in the north part of Slovakia in the mountains of the High Tatras and bypass the road way. The bridge objects were built during 1968–1969, so, they are 52 years old bridges. The bridges are made from precast prestressed post-tensioned beams of three single spans. In the transverse direction, the beams are not coupled by a slab, but act as a “curtain slab”. The peculiarity is that these are prefabricated beams intended for road bridges. In 2020, the Department of Structures and Bridges, the Faculty of Civil Engineering, University of Žilina, was asked to carry out the technical survey and diagnostics of the above-mentioned bridge. The visual inspection, diagnostics, verifying real dimensions and material characteristics were requested. After that, calculation of the load-carrying capacity was done. For determining the load-carrying capacity, the standard approach given in Eurocodes was used according to provisions, which take into account the modified (lower) reliability levels and their adequate partial safety factors according to Eurocodes. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Bridge; Cog railway; Concrete; Diagnostics; Load carrying capacity; Prestressed precast Beams","Codes (standards); Concretes; Highway bridges; Load limits; Roads and streets; Bridge structures; Cog railway; Diagnostic; Eurocodes; Post-tensioned beams; Pre-cast; Pre-stressed; Precast beams; Prestressed precast beam; Slovakia; Railroads",,,,,"Agentúra na Podporu Výskumu a Vývoja, APVV: 1/0045/19, 1/0306/21, APVV-14-0772; Vedecká Grantová Agentúra MŠVVaŠ SR a SAV, VEGA: 304011Y277; European Regional Development Fund, ERDF","Acknowledgements. This research was supported by the Slovak Research and Development Agency under contract No. APVV-14-0772 and by Research Project No. 1/0306/21 and Project No. 1/0045/19 of the Slovak Grant Agency and under the project of Operational Programme Interreg V-A Slovak Republic – Czech Republic No. 304011Y277 (the project is co-funding by European Regional Development Fund).",,,,,,,,,,"Cog Railway to Štrbské Pleso. Railways of Slovak Republic (2018). https://www.zsr.sk/o-nas/historia-zeleznic/1873-1918/miestne-zeleznice/ozubnicova-zeleznica-strbske-pleso/(in Slo-vak); Upcoming Reconstruction of OŽ Štrba-Štrbské Pleso (2019). 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Struct., 194, pp. 36-45. , https://doi.org/10.1016/j.engstruct.2019.05.045; Kala, Z., Sensitivity analysis in probabilistic structural design: A comparison of selected techniques (2020) Sustainability, 12 (11), p. 4788. , https://doi.org/10.3390/su12114788; (1961) Prefabricated Road Bridges with a Width of 9-12-15-18-21 M Mounted from Prestressed Beams KA-61. Complete Type Base, , Part A., Dopravoprojekt Bratislava; Odrobiňák, J., Hlinka, R., Degradation of steel footbridges with neglected inspection and maintenance (2016) Bridges in Danube Basin 2016, Procedia Engineering, 156, pp. 304-311. , vol., Elsevier, Amsterdam, pp; Odrobiňák, J., Gocál, J., Jošt, J., (2017) NSS Test of Structural Steel Corrosion. Roczniki Inżynierii Budowlanej Pol. Acad. Sci. Territor. Br. Katow., 15, pp. 7-14; STN EN 1992-2. Eurocode 2: Design of Concrete Structures. Part 2: Concrete Bridges – Design and Detailing Rules. Slovak office of Standards, Metrology and Testing (2007); Macho, M., Ryjaček, P., The impact of the severe corrosion on the structural behavior of steel bridge members (2015) Advances and Trends in Engineering Sciences and Technologies-Proceedings of the International Conference on Engineering Sciences and Technologies, Esat, 2015, pp. 23-128. , pp; Ryjaček, P., Macho, M., Stančík, V., Polák, M., The Deterioration and Assessment of Steel Bridges (2016) Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks-Proceedings of the 8Th International Conference on Bridge Maintenance, Safety and Management, IABMAS, 2016, pp. 1188-1195. , pp; Hollý, I., Bilčík, J., Gajdošová, K., Numerical modeling of reinforcement corrosion on bond behaviour (2016) International Multidisciplinary Scientific Geoconference Surveying Geology and Mining Ecology Management, SGEM, 249, pp. 191-196. , vol., pp; Krivy, V., Kubzova, M., Kreislova, K., Urban, V., Characterization of corrosion products on weathering steel bridges influenced by chloride deposition (2017) Metals, 7 (336), p. 2017. , https://doi.org/10.3390/met7090336; Krejsa, M., Koubova, L., Flodr, J., Protivinsky, J., Nguyen, Q.T., Probabilistic prediction of fatigue damage based on linear fracture mechanics (2017) Frattura Ed Integrita Strutturale, 39 (249), pp. 143-159; Bobalo, T., Blikharskyy, Y., Kopiika, N., Volynets M Serviceability of RC beams reinforced with high strength Rebar’s and steel plate (2020) Proceedings of Advances in Resource-Saving Technologies and Materials in Civil and Environmental Engineering (CEE 2019). Lecture Notes in Civil Engineering, 47, pp. 25-33. , vol., pp; Bacharz, K., Raczkiewicz, W., Bacharz, M., Grzmil, W., Manufacturing errors of concrete cover as a reason of reinforcement corrosion in a precast element-case study (2019) Coatings, 9 (11), p. 702; Prokop, J., Vican, J., Comparison of beam-column resistance according to European Standards (2019) 13Th International Scientific Conference on Sustainable, Modern and Safe Transport (Transcom 2019), Transportation Research Procedia, 40, pp. 883-890. , vol., pp","Koteš, P.; Civil Engineering Faculty, Slovakia; email: peter.kotes@uniza.sk","Pellegrino C.Faleschini F.Zanini M.A.Matos J.C.Casas J.R.Strauss A.",,"Springer Science and Business Media Deutschland GmbH","1st Conference of the European Association on Quality Control of Bridges and Structures, EUROSTRUCT 2021","29 August 2021 through 1 September 2021",,269849,23662557,9783030918767,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121919327
"Schaap H.S., Caner A.","57221331186;21740889200;","Bridge collapses in Turkey: causes and remedies",2022,"Structure and Infrastructure Engineering","18","5",,"694","709",,3,"10.1080/15732479.2020.1867198","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85098886715&doi=10.1080%2f15732479.2020.1867198&partnerID=40&md5=ee77e0729e3833e0f8516a2367a5d9dd","FIEAust, CPEng, Lead Bridge Engineer, BridgeWiz, Ordu, Turkey; Civil Engineering Department, Middle East Technical University, Ankara, Turkey","Schaap, H.S., FIEAust, CPEng, Lead Bridge Engineer, BridgeWiz, Ordu, Turkey; Caner, A., Civil Engineering Department, Middle East Technical University, Ankara, Turkey","Bridge collapses in Turkey have not been the subject of any comprehensive study so far. Investigations are often kept confidential for various reasons. As a result, most of the time only limited information can be found about these collapses with some exceptions such as the 1999 Arifiye Bridge collapse due to seismic event and the 2012 Çaycuma bridge collapse due to pier scour. Both resulted in fatalities, which drew public awareness from the first day. The focus of this paper is to identify the causes of bridge collapses and to assess the possible prevention measures based on lessons learned. In this scope, for the first time in Turkey various reported bridge collapses were gathered in a database mostly occurring between the years of 2000 and 2019. The study of over 80 bridges that experienced failures revealed that for road bridges hydraulic events and for pedestrian bridges vehicle collisions were the main causes. Bridge engineering in Turkey is briefly discussed to provide better understanding of the countries’ conditions. A section is also included to mention some significant historical bridges whose design has helped them to withstand the conditions were still struggling to address in the 20th century. © 2020 Informa UK Limited, trading as Taylor & Francis Group.","Bridge collapse; bridge failure; bridge inspection; bridge maintenance; bridges; Turkey","Footbridges; Scour; Bridge collapse; Bridge engineering; Historical bridges; Hydraulic event; Limited information; Prevention measures; Public awareness; Vehicle collisions; Bridge piers",,,,,,"The authors would like to thank the Turkish Association of Bridge and Structural Engineering, Turkish IABSE group and Prof. Dr. Semih Yucemen at Middle East Technical University, Turkey, for their support in this research.",,,,,,,,,,"Akay, H., Baduna Koçyiğit, M., Hydrologic assessment approach for River Bridges in Western Black Sea Basin, Turkey (2020) Journal of Performance of Constructed Facilities, 34 (1), p. 04019090; Akesson, B., (2008) Understanding bridge collapses, , London: CRC Press, Taylor and Francis; Akkaya, F., (1989), Omrümüzün Kilometre Tasları [Milestones of Our Life]. Cep Kitap, Ankara. Turkey; Akgul, F., Bridge management in Turkey: A BMS design with customised functionalities (2016) Structure and Infrastructure Engineering, 12 (5), pp. 647-666; Avşar, Ö., Atak, B., Caner, A., In-depth investigation of seismic vulnerability of an aging river bridge exposed to scour (2017) Journal of Performance of Constructed Facilities, 31 (5), p. 04017044; (2014), https://www.bursa.bel.tr/tarihi-kopru-koruma-altinda/haber/16422, Retrieved from; Bozkurt, O., (1952) Koca Sinan'in Köprüleri [Bridges of the Sinan the Great]. İ.T.Ü. Architecture Faculty, , İstanbul, Turkey: (Ph.D. Thesis; Caner, A., (2000), Personal communication with Aydin Unsal, Resident Engineer involved the Project; Caner, A., Yanmaz, A.M., Yakut, A., Avsar, O., Yılmaz, T., Service life assessment of existing highway bridges with no planned regular inspections (2008) Journal of Performance of Constructed Facilities, 22 (2), pp. 108-114; Caner, A., Yanmaz, M., (2012), http://www.tkic.org.tr/documents/caycuma.pdf, Çaycuma Köprüsünün Çökmesi Üzerine Görüşler. (Opinions on the Çaycuma Bridge Collapse). An investigation report after the Collapse. Retrieved from; Chen, T.T., Factors in bridge failure, inspection, and maintenance (2017) Journal of Performance of Constructed Facilities, 31 (5), p. 04017070; Cook, W., Barr, P.J., Halling, M.W., Bridge failure rate (2015) Journal of Performance of Constructed Facilities, 29 (3), p. 04014080; Colling, D., Lessons from historical bridge failures (2008) Proceedings of ICE Civil Engineering, 161, pp. 20-27; Diaz, E.E.M., Moreno, F.N., Mohammadi, J., Investigation of common cause of bridge collapse in Colombia (2009) Practice Periodical on Structural Design and Construction, 14 (4), pp. 194-200; Fard, B., (2012), A comprehensive study on 100 bridge failures and their reduction strategies. Department of Civil Engineering, University of Buffalo; (2009), https://www.fhwa.dot.gov/engineering/hydraulics/pubs/09111/09111.pdf, Publication HEC 23 bridge scour and stream instability countermeasures experience, selection, and design guidance. Volumes 1 and 2. Retrieved from; Firth, I., (2010), Lessons from history-the steel box story [Paper: James Sutherland History Lecture]. Presented at the Institution of Structural Engineers, 25 February 2010; Fu, Z., Ji, B., Cheng, M., Maeno, H., (2012), Statistical analysis of the causes of bridge collapse China. Sixth congress on forensic engineering; (2006), https://www.resmigazete.gov.tr/eskiler/2006/09/20060909-3.htm, Retrieved from; Kawashima, K., (2001), pp. 171-190. , Damage of bridges resulting from fault rupture the 1999 Kocaeli and Duzce earthquakes and the 1999 Chi-Chi, Taiwan Earthquake,. Workshop on seismic fault-induced failures: Possible remedies for damage to urban facilities, University of Tokyo, Tokyo, 11-12 January; Kızılduman, H.S., Yanmaz, A.M., Caner, A., Stability of bridge piers subjected to a probable flood event followed by a probable seismic event (2018) Journal of Performance of Constructed Facilities, 32 (1), p. 04017120; (2009), p. 29. , KGM (General Directorate of Highways). (,). Tarihi Köprüler [Historical Bridges]. Page,. Yayın no: 268. Tarihi Köprüler Şubesi Müdürlüğü, Ankara, Turkey; (2019) Bridges Inventory Data., , https://www.kgm.gov.tr/SiteCollectionDocuments/KGMdocuments/Eng/Statistics/BridgesInventoryData.pdf, Retrieved from; Lee, G.C., Mohan, S.B., Huang, C., Fard, B.N., (2013), A study of U.S. bridge failures (1980–2012), (Technical report MCEER-13-0008, 15 June 2013). University at Buffalo, State University of New York; Lee, G.C., Qi, J., Huang, C., (2013), University at Buffalo, State University of New York, &, Development of a database framework for modelling damaged bridges, (Technical report MCEER-13-0009; Harik, I.E., Shaaban, A.M., Gesund, H., Valli, Y.S., Wang, S.T., United States bridge failures, 1951–1988 (1990) Journal of Performance of Constructed Facilities, 4 (4), pp. 272-277; Hersi, M., (2009) Analysis of bridge failure in United States (2000–2008), , Ohio State University, USA: (MSc. Thesis; Imhof, D., (2004) Risk assessment of existing bridge structures, , University of, Cambridge, UK: (Ph.D. Thesis; (2015), http://www.imo.org.tr/resimler/dosya_ekler/43a65f3aaa8f617_ek.pdf?tipi=80&turu=H&sube=0, Izmir Cevreyolu Yolu, Koyundere Junction Insaati Degerlendirme Raporu [Izmir Peripheral Road, Koyundere Junction Construction Evaluation Report]. Insaat Muhendisleri Odasi (Chamber of Civil Engineers) Izmir 2015. 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Doctorate thesis submitted to Middle East Technical University (METU; Pamuk, A., Kalkan, E., Ling, H.I., Structural and geotechnical impacts of surface rupture on highway structures during recent earthquakes in Turkey (2005) Soil Dynamics and Earthquake Engineering, 25 (7-10), pp. 581-589; Petroski, H., (2006) Success through failure: The paradox of design, , Princeton: Princeton University Press; Proske, D., (2018) Bridge collapse frequencies versus failure probabilities, , Heidelberg–Berlin: Springer; Proske, D., Comparison of the collapse frequency and the probability of failure of bridges (2019) Proceedings of the Institution of Civil Engineers - Bridge Engineering, 172 (1), pp. 27-40; Sharma, S., (2010) A comprehensive study on bridge failures in the United States and their comparison with bridge failure in other countries, , Department of Civil, Structural and Environmental Engineering, University of Buffalo, USA: (MSc. Thesis; Sharma, S., Mohan, S., Status of bridge failures in the United States (1800–2009) (2011) TRB 90th annual meeting: transportation, liveability, and economic development in a changing World, , Washington D.C; Schaap, H.S., (2015), https://kantaratlas.blogspot.com, Kantaratlas: Everything and all about bridges. Retrieved from; Schaap, H.S., (2016), http://kopriyet.blogspot.com, Köpriyet: Bridges of Republic. Retrieved from; Scheer, J., (2010) Failed bridges–Case studies, causes and consequences, , Wilhelm Ernst & Sohn, New York; Scheer, J., (2000), Versagen von Bauwerken (in German), Band 1: Brücken, Ernst & Sohn, Berlin, 2000; Smith, D.W., Bridge failures (1976) Proceedings of the Institution of Civil Engineers, 60 (3), pp. 367-382; Sibly, P.G., Bouch, T., Walker, A.C., Cooper, T., Stephenson, R., Moisseiff, L.S., Structural accidents and their causes (1977) Proceedings of the Institution of Civil Engineers, 62 (2), pp. 191-208; (2018), http://www.tcdd.gov.tr/files/istatistik//20142018yillik.pdf, Annual statistics. Retrieved from; Tweed, M.H., (1969) A summary and analysis of bridge failures, , Iowa State University, USA: (Retrospective Theses and Dissertations; Wardhana, K., Hadipriono, F.C., Analysis of recent bridge failures in the United States (2003) Journal of Performance of Constructed Facilities, 17 (3), pp. 144-150; Yang, S., Mavroeidis, G.P., Bridges crossing fault rupture zones: A review (2018) Soil Dynamics and Earthquake Engineering, 113, pp. 545-571; Yanmaz, A.M., Apaydın, M., Bridge scour risk assessment and countermeasure design (2012) Journal of Performance of Constructed Facilities, 26 (4), pp. 499-506; Yasam, Y., (2018), http://yeniyasamgazetesi1.com/denetim-hatasi-ve-ihmal-var/, Yeni Yasam Newspaper 29 Nov 2018 dated news. Retrieved from","Schaap, H.S.; FIEAust, Turkey; email: hulyasonmez52@gmail.com",,,"Taylor and Francis Ltd.",,,,,15732479,,,,"English","Struct. Infrastructure Eng.",Article,"Final","",Scopus,2-s2.0-85098886715
"Di Lorenzo G., Formisano A., Terracciano G., Landolfo R.","57225453736;54421738200;55246192200;6701407971;","Iron alloys and structural steels from XIX century until today: Evolution of mechanical properties and proposal of a rapid identification method",2021,"Construction and Building Materials","302",,"124132","","",,3,"10.1016/j.conbuildmat.2021.124132","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85110259726&doi=10.1016%2fj.conbuildmat.2021.124132&partnerID=40&md5=a2d94696c4934f0af2bd2fe93072ca01","Department of Structures for Engineering and Architecture, University of Naples Federico II, Italy","Di Lorenzo, G., Department of Structures for Engineering and Architecture, University of Naples Federico II, Italy; Formisano, A., Department of Structures for Engineering and Architecture, University of Naples Federico II, Italy; Terracciano, G., Department of Structures for Engineering and Architecture, University of Naples Federico II, Italy; Landolfo, R., Department of Structures for Engineering and Architecture, University of Naples Federico II, Italy","Mechanical properties of materials, as provided by current design standards, are the pre-requisites for the proper identification and structural assessment of existing buildings and civil engineering works. For mechanical characterisation, in case of “Limited Knowledge” (KL1) without direct information on the material properties, the usual features according to the standards at the construction time are considered. This is the case, for example, of structural metalworks characterised by historical and artistic interest (bridges, roof galleries, covered markets, railway stations, etc.) or industrial archaeology buildings where, because of the constraints imposed by the National Authorities of Cultural Heritage Preservation, extensive or exhaustive in-situ tests cannot be performed. This paper focuses chronologically, from the XIX century until today, on the evolution process of ferrous alloys, namely cast iron, wrought iron and steel, for structural applications. After a description and classification of the aforementioned materials and their production processes, the main mechanical properties and design stresses for bending and compression elements are briefly analysed and collected in a chronological order. Reference is made to the product specifications and design codes, integrated with data from extensive experimental testing. The resulting database can support realistic assumptions about materials and their properties, used over a range time of over 100 years, once the age of building is known. Finally, a methodology for identifying existing metal carpentry structures, which combines the database with fast non-destructive testing methods, is proposed. Such an approach can be effectively used not only for historical steelworks, but also for the mechanical characterization of structural subsystems or elements (e.g. beams, columns, lintels, tie rods) in common existing buildings made of either steel or steel-rc composite structure. © 2021 Elsevier Ltd","Cast iron; Material-identification; Mechanical properties; Non Destructive Testing; Structural assessment; Structural steels; Wrought iron","Bridge decks; Building materials; Cast iron; Historic preservation; Product design; Steel construction; Wrought iron; Identification method; Material identification; Mechanical; Mechanical characterizations; Mechanical properties of materials; Non destructive testing; Property; Rapid identification; Structural assessments; Structural steels; Nondestructive examination",,,,,"Dipartimento della Protezione Civile, Presidenza del Consiglio dei Ministri, DPC","This study was developed within the RELUIS 2019-2021 research project funded by the Italian Department of Civil Protection, whose support is gratefully acknowledged.",,,,,,,,,,"(2019), MIT - Minister of infrastructures and transport, Ministerial Circular (M. C.) n. 7 published on 21/01/19, Instructions for the application of the “New technical codes for constructions” – M.D. 17/01/18 (in Italian), Official Gazette of the Italian Republic n. 5 published on 2019, February 11th, Rome, Italy; (2005), CEN - European Committee for Standardization, EN 1998-3, Eurocode 8: Design of structures for earthquake resistance -Part 3: Assessment and retrofitting of buildings, Bruxelles, Belgium; Landolfo, R., Portioli, F., Parrilli, M., (2009), M. D'Aniello. The seismic protection of Umberto I Gallery in Naples with FRP, Proceedings of International Conference on Protection of Historical Buildings, PROHITECH 09, Rome, Italy, (21-24/06); De Bouw, M., Wouters, I., Vereecken, J., Lauriks, L., Iron and steel varieties in building industry between 1860 and 1914- complex and confusing situation resolved (2009) Constr. Build. Mater., 23 (8), pp. 2775-2787; Nascè, V., Zorgno, A.M., Pistone, G., Bertolini, C., Roccati, R., Carbone, V.I., The Paderno bridge. History and structure-conservation of iron architecture (in Italian) (1984) Restauro, 73 (74), pp. 1-215; Verderame, G.M., Ricci, P., Esposito, M., (2011), F.C. Sansiviero. Mechanical characteristics of steels used into rc structures realised from 1950 to 1980 (in Italian), Proceedings of the XXVI AICAP National Congress, Padova, (19-21/05); (1997), M.N. Bussel. Appraisal of Existing Iron and Steel Structures, Environmental steel, 138 SCI publication, Steel Construction Institute: Publications, Ascot, Berkshire; E. de Cesbron de la Grennelais, R. Landolfo. Characteristics of Italian carpentry metals of the XIX century: analysis of sources (in Italian), Proceedings of the XIX Italian C.T.A. (Council of Steel Technicians) 2003 Genoa, Italy (28–30/09),; (1999), pp. 631-641. , G.G. Nieuwmeijer. Restoration, Preservation and conservation of iron and steel structures: adaptations relating to strength, stiffness and stability, Trans. Built Environ. 39, WIT Press; Jung, K., Markova, J., (2018), pp. 71-82. , M. Sykora. Optimising surveys and reliability assessments of historic cast-iron columns, International Conference on High Performance and Optimum Design of Structures and Materials III - WIT Transactions on The Built Environment, 175; O'Sullivan, M., Swailes, T., A study of historical test data for better informed assessment of wrought iron structures (2009) Int. J. Archit. Heritage, 3 (4), pp. 260-275; Bates, W., Historical structural steel work handbook (1984), British Constructional Steelwork Association London, UK; (1997), Applied Technology Council (ATC-33 project), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, FEMA Publication 273; Herbert, W.F., Iron and Steel Beams 1873 to 1952 (1953), American Institute of Steel Construction New York, USA; (2000), CEN - European Committee for Standardization, EN 10020, Definition and classification of steel types, Bruxelles, Belgium; Walker, R., The production, microstructure, and properties of wrought iron (2002) J. Chem. Educ., 79 (4), p. 443; Voort, G.F., Metallography: Principles and Practice (1984), ASM International Materials Park, Ohio, USA; (1997), pp. 357-382. , B.L. Bramfitt. Structure/Property Relationships in Irons and Steel, Metals Handbook Desk Edition, Second Edition, J. R. Davis Editor, 153-173, 1998, adapted from Materials Selection and Design, 20, ASM Handbook; Baicchi, P., Collini, L., Guidetti, M., Konecna, R., Majerova, V., (2005), G. Nicoletto. Microstructure-mechanical properties correlation of the grey cast iron (in Italian), Proceedings of the XXXIV National Conference of the Italian Association for Stress Analysis, Milan, Italy, (14-17/09); Song, R., Ponge, D., Raabe, D., Mechanical properties of an ultrafine grained C-Mn steel processed by warm deformation and annealing (2005) Acta Mater., 53 (18), pp. 4881-4892; Gladshtein, L.I., Larionova, N.P., Belyaev, B.F., Effect of ferrite-pearlite microstructure on structural steel properties (2012) Metallurgist, 56 (7), pp. 579-590; Nag, S., Sardar, P., Jain, A., Himanshu, A., Mondal, D.K., Correlation between ferrite grain size, microstructure and tensile properties of 0,17 wt% carbon steel with traces of microalloying elements (2014) Mater. Sci. Eng., A, 597, pp. 253-263; Rappini, G.E., “Evolution of material and metallurgy processes from cast iron to iron to steel” (in Italian) (1982), Contributi alla Storia della Costruzione Metallica Alinea Editrice, Firenze; Nascè, V., “The structural design and metallic construction from origin to the period 1850–1860” (in Italian) (1982), Contributi alla Storia della Costruzione Metallica Alinea Editrice, Firenze; Burnham, T.H., (1943), G.O. Hoskins. Iron and Steel in Britain 1870-1930, London; El Mehtedi, M., Cabibbo, M., Metallurgical aspects and grain refinement techniques of steels: state of art of thermomechanical processing TMP and severe plastic deformation SDP (in Italian) (2008) La Metallurgia Italiana, 100 (6), pp. 33-42; (1953), M.E. Shank. A Critical Survey of Brittle Failure in Carbon Plate Steel Structures other than Ships, National Academy of Sciences/National Research Council, Washington D. C.; , pp. 747-753. , E.O. Hall. The deformation and ageing of mild steel: III discussion of results, Proc. Phys. Soc. Section B, 64(9) 1951; Senuma, T., Physical metallurgy of modern high strength steel sheets (2001) ISIJ Int., 41 (6), pp. 520-532; Dubina, D., Landolfo, R., Stratan, A., Vulcu, C., Application of High Strength Steels in Seismic Resistant Structures (2014), Orizonturi Universitare Publishing House; Hechler, O., Axmann, G., Donnay, B., (2015) Economical Bridge Solutions based on innovative composite dowels and integrated abutments, pp. 21-43. , Springer Fachmedien Wiesbaden Wiesbaden; (2011), CEN - European Committee for Standardization, EN 1560, Founding - Designation system for cast iron - Material symbols and material numbers; (1953), UNI-Italian National Unification Body, UNI 3344, Systematic designation of steels: symbols related to the steel type, Milan, Italy; (1970), UNI-Italian National Unification Body, UNI 5372, Conventional designation of steels, Milan, Italy; (1977), UNI-Italian National Unification Body, UNI EU 27, Designation systems for steels, Milan, Italy; (2016), CEN European Committee for Standardization, EN 10027–1, Steel Designation System - Part 1: Symbolic Designation Bruxelles, Belgium (since 1992); CEN - European Committee for Standardization, EN ISO 6892–1, Metallic materials - Tensile testing - Part 1: Method of test at room temperature (2019), Bruxelles Belgium; (1904), F.C.P. Boubée. The iron constructions: summary of lessons in the Real Application School of Engineers in Naples, Naples; Di Lorenzo, G., Formisano, A., Landolfo, R., On the origin of I beams and quick analysis on the structural efficiency of hot-rolled steel members (2017) Open Civ. Eng. J., 11, pp. 332-344; (2016), G. Di Lorenzo, A. Formisano, R. Landolfo. Structural efficiency assessment of hot-rolled steel profiles, Proceedings of the International Colloquium on Stability and Ductility of Steel Structures (SDSS’2016), Timisoara, Romania, (30/05-01/06), 469-476; EN 10025-2, Delivery technical conditions of non-alloy steels for structural uses (2019), European Committee for Standardization (CEN), Bruxelles Belgium; (2013), CEN - European Committee for Standardization, EN 1998-1:2004/A1:2013, Eurocode 8 - Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings, Bruxelles, Belgium; (2009), CEN - European Committee for Standardization, EN 1993-1-12:2007/AC, Eurocode 3 - Design of steel structures - Part 1-12: Additional rules for the extension of EN 1993 up to steel grades S 700, Bruxelles, Belgium; Simões da Silva, L., Rebelo, C., Nethercot, D., Marques, L., Simões, R., Vila Real, P.M.M., Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 2: Variability of Steel properties (2009) J. Constr. Steel Res., 65 (4), pp. 832-849; (2018), MIT - Minister of infrastructures and transport, Technical Standards for Construction (NTC), Official Gazette of the Italian Republic n. 42 published on 2018, February 20th, Rome, Italy; (2014), CEN - European Committee for Standardization, EN 1993-1-1:2005/A, Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings, Bruxelles, Belgium; Dowling, N.E., Mechanical Behavior of Materials (2013), 4th Edition Prentice Hall New Jersey (USA); Eulero, L., De curvis elasticis: Additamentum I to his Methodus inveniendi lineas curvas maximi minimive proprietate gaudentes (1744) Lausanne and Geneva; Rankine, W.J.M., A Manual of Civil Engineering (1862), Griffin London; (1846), E. Lamarle. Mémoire sur la flexion du bois, Annales des Travaux publics de Belgique, Vol IV, 1-36; Tetmajer, L., Méthode d'essais et résultats de recherches sur les propriétés de résistance du fer et d'autres métaux (1893), F. Lohbauer Zürich; Maquoi, R., Rondal, J., Mise en equation des nouvelles courbes Européennes de flambement (1978) Costruction Métallique, 1, pp. 17-30; (2001), JCSS, Joint Committee on Structural Safety, Probabilistic assessment of existing structures, Rilem publication; Gioncu, V., Mazzolani, F.M., Ductility of Seismic-Resistant Steel Structures (2002), CRC Press; Landolfo, R., Di Lorenzo, G., Guerrieri, M.R., Mammana, O., Portioli, F., The Umberto I Gallery in Naples: the influence of corrosion damage on the seismic performance of the iron roofing structure (2007) Key Eng. Mater., 347, pp. 345-350; Hellier, C.J., Handbook of Nondestructive Evaluation (2013), McGraw-Hill; (1978), D. Leeb. New dynamic methods for hardness testing of metallic materials, VDI-Report N.308; Formisano, A., Chiumiento, G., Di Lorenzo, G., Leeb hardness experimental tests on carpentry steels: Surface treatment effect and empirical correlation with strength (2018) AIP Conf. Proc., 1978; Formisano, A., Dessì, E.J., Chiumiento, G., Non-destructive tests on carpentry steels (2019) Open Constr. Build. Technol. J., 13 (sup-2, M3), pp. 214-249; (2013), CEN - European Committee for Standardization, EN ISO 18265, “Metallic materials - Conversion of hardness values, Bruxelles, Belgium","Terracciano, G.; Department of Structures for Engineering and Architecture, Italy; email: giusy.terracciano@unina.it",,,"Elsevier Ltd",,,,,09500618,,CBUME,,"English","Constr Build Mater",Article,"Final","",Scopus,2-s2.0-85110259726
"Özmen A., Sayın E.","57226320476;15519915900;","Seismic response of a historical masonry bridge under near and far-fault ground motions",2021,"Periodica Polytechnica Civil Engineering","65","3",,"946","958",,3,"10.3311/PPci.17832","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85111083757&doi=10.3311%2fPPci.17832&partnerID=40&md5=1a130883571d434ecd4977b18aa911db","Department of Civil Engineering, Engineering Faculty, Inonu University, Malatya, 44000, Turkey; Department of Civil Engineering, Engineering Faculty, Fırat University, Elazığ, 23119, Turkey","Özmen, A., Department of Civil Engineering, Engineering Faculty, Inonu University, Malatya, 44000, Turkey; Sayın, E., Department of Civil Engineering, Engineering Faculty, Fırat University, Elazığ, 23119, Turkey","Historical masonry arch bridges which might be vulnerable to natural disasters are important part of the cultural heritage. Natural disasters, especially earthquakes can inflict damage to these structural systems. This paper aims to investigate a comparison of the effects of near and far-fault ground motions on the seismic response of masonry arch bridges under different earthquakes. Kalender masonry arch bridge which is located in Ergani, Turkey is selected as a numerical model. For this purpose, three-dimensional finite element model of the bridge is generated with ANSYS finite element software with macro modelling approach. Seismic response of the bridge is assessed by means of time-history analyses. The near-fault and far-fault ground motions, which have approximately equal peak ground accelerations, of 1979 Imperial Valley, 1999 Chi-Chi, 1999 Kocaeli and 2010 Darfield earthquakes are considered for the analyses. Comparisons between maximum displacements, maximum and minimum stress, which were acquired from the dynamic analyses of the masonry bridge subjected to each fault effect, are obtained. The study demonstrates that far-fault ground motions are as important as near-fault ground motions and it can be used together with near-fault ground motion for further evaluation of such historical masonry bridges. © 2021, Budapest University of Technology and Economics. All rights reserved.","Dynamic analyses; Historical stone arch bridges; Near and far-fault ground motions; Seismic response; Three-dimensional finite element method","Arches; Disasters; Earthquakes; Faulting; Masonry bridges; Masonry construction; Masonry materials; Seismic response; Ansys finite elements; Darfield earthquakes; Masonry arch bridges; Maximum displacement; Near fault ground motion; Peak ground acceleration; Three dimensional finite element model; Time history analysis; Arch bridges; dynamic analysis; fault zone; finite element method; ground motion; historic building; masonry; seismic response; structural response; three-dimensional modeling; Turkey; Meleagris gallopavo",,,,,"MF.19.10","This study was supported by the Fırat University Research Project (FUBAP) under project number MF.19.10.",,,,,,,,,,"Özmen, A., Sayın, E., Seismic assessment of a historical masonry arch bridge (2018) Journal of Structural Engineering & Applied Mechanics, 1 (2), pp. 95-104. , https://doi.org/10.31462/jseam.2018.01095104; Liao, W.-I., Loh, C.-H., Lee, B.-H., Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions (2014) Engineering Structures, 26 (14), pp. 2173-2183. , https://doi.org/10.1016/j.engstruct.2004.07.016; Galal, K., Ghobarah, A., Effect of near-fault earthquakes on North American nuclear design spectra (2006) Nuclear Engineering and Design, 236, pp. 1928-1936. , https://doi.org/10.1016/j.nucengdes.2006.02.002; Bayraktar, A., Altunişik, A. C., Sevim, B., Kartal, M. E., Türker, T., Near-fault ground motion effects on the nonlinear response of dam-reservoir-foundation systems (2008) Structural Engineering and Mechanics, 28 (4), pp. 411-442. , https://doi.org/10.12989/sem.2008.28.4.411; Chopra, A. K., Chintanapakdee, C., Comparing response of SDF systems to near-fault and far-fault earthquake motions in the con-text of spectral regions (2001) Earthquake Engineering and Structural Dynamics, 30, pp. 1769-1789. , https://doi.org/10.1002/eqe.92; Güllü, H., Karabekmez, M., Effect of near-fault and far-fault earthquakes on a historical masonry mosque through 3D dynamic soil-structure interaction (2017) Engineering Structures, 152, pp. 465-492. , https://doi.org/10.1016/j.engstruct.2017.09.031; Bayraktar, A., Hökelekli, E., Nonlinear soil deformability effects on the seismic damage mechanisms of brick and stone masonry arch bridges (2020) International Journal of Damage Mechanics, 30 (3), pp. 431-452. , https://doi.org/10.1177/1056789520974423; Zhang, S., Wang, G., Effects of near-fault and far-fault ground motions on nonlinear dynamic response and seismic damage of concrete gravity dams (2013) Soil Dynamic Earthquake Engineering, 53, pp. 217-229. , https://doi.org/10.1016/j.soildyn.2013.07.014; Adanur, S., Altunişik, A. C., Bayraktar, A., Akköse, M., Comparison of near-fault and far-fault ground motion effects on geometrically nonlinear earthquake behavior of suspension bridges (2012) Natural Hazards, 64, pp. 593-614. , https://doi.org/10.1007/s11069-012-0259-5; Cao, V. V., Ronagh, H. R., Correlation between seismic parameters of far-fault motions and damage indices of low-rise reinforced concrete frames (2014) Soil Dynamics and Earthquake Engineering, 66, pp. 102-112. , https://doi.org/10.1016/j.soildyn.2014.06.020; Davoodi, M., Jafari, M. K., Hadiani, N., Seismic response of embankment dams under near-fault and far-field ground motion excitation (2013) Engineering Geology, 158, pp. 66-76. , https://doi.org/10.1016/j.enggeo.2013.02.008; Kramer, S. L., (1996) Geotechnical Earthquake Engineering, , Prentice Hall, Upper Saddle River, NJ, USA; Bayülke, N., Multi-storey buildings and earthquake (1989) Multi-Storey Buildings Symposium, , İzmir, Turkey, (in Turkish); Akkar, S., Yazgan, U., Gülkan, P., Drift estimates in frame buildings subjected to near-fault ground motions (2005) Journal of Structural Engineering, 131, pp. 1014-1024. , https://doi.org/10.1061/(ASCE)0733-9445(2005)131:7(1014); Disaster and Emergency Management Presidency ""Turkish Accelerometric Database"", , https://tadas.afad.gov.tr/, [online] [Accessed: 15 April 2019]; The Pacific Earthquake Engineering Research Center ""PEER NGA-West2"", , https://ngawest2.berkeley.edu/, [online] [Accessed: 18 April 2020]; Seismomatch (2018)"" [online], , https://seismosoft.com/product/seismomatch/, Seismosoft Ltd. [Accessed: 18 April 2020]; (2017) 8th Regional Directorate of Highways ""Historical Bridges Inventory Brochure"", , https://www.kgm.gov.tr/, KGM, Elazığ, Turkey, (in Turkish) [online]; Lourenço, P. B., (1996) Computational strategies for masonry structures, , PhD Thesis, Delft Technical University of Technology; Carpinteri, A., Invernizzi, S., Lacidogna, G., In situ damage assessment and nonlinear modelling of a historical masonry tower (2005) Engineering Structures, 27 (3), pp. 387-395. , https://doi.org/10.1016/j.engstruct.2004.11.001; Sayın, E., Nonlinear seismic response of a masonry arch bridge (2016) Earthquakes and Structures, 10 (2), pp. 483-494. , https://doi.org/10.12989/eas.2016.10.2.483; Karaton, M., Aksoy, H. S., Seismic Damage Assessment of an 891 Years Old Historic Masonry Mosque (2018) Periodica Polytechnica Civil Engineering, 62 (1), pp. 126-135. , https://doi.org/10.3311/PPci.10270; Sevim, B., Bayraktar, A., Altunışık, A. C., Atamtürktür, S., Birinci, F., Finite element model calibration effects on the earthquake response of masonry arch bridges (2011) Finite Elements in Analysis and Design, 47, pp. 621-634. , https://doi.org/10.1016/j.finel.2010.12.011; Altunışık, A. C., Kanbur, B., Genç, A. F., The effect of arch geometry on the structural behavior of masonry bridges (2015) Smart Structures and Systems, 16, pp. 1069-1089. , https://doi.org/10.12989/sss.2015.16.6.1069; Hokelekli, E., Yılmaz, B. N., Effect of Cohesive Contact of Backfill with Arch and Spandrel Walls of a Historical Masonry Arch Bridge on Seismic Response (2019) Periodica Polytechnica Civil Engineering, 63 (3), pp. 926-937. , https://doi.org/10.3311/PPci.14198; Karaton, M., Aksoy, H. S., Sayın, E., Calayır, Y., Nonlinear seismic performance of a 12th century historical masonry bridge under different earthquake levels (2017) Engineering Failure Analysis, 79, pp. 408-421. , https://doi.org/10.1016/j.engfailanal.2017.05.017; Erdil, B., Tapan, M., Akkaya, İ., Korkut, F., Effects of Structural Parameters on Seismic Behaviour of Historical Masonry Minaret (2018) Periodica Polytechnica Civil Engineering, 62 (1), pp. 148-161. , https://doi.org/10.3311/PPci.10687; Fanning, P. J., Boothby, T. E., Three-dimensional modelling and full-scale testing of stone arch bridges (2001) Computers & Structures, 79 (29–30), pp. 2645-2662. , https://doi.org/10.1016/S0045-7949(01)00109-2; Li, T., Atamturktur, S., Fidelity and Robustness of Detailed Micromodeling, Simplified Micromodeling, and Macromodeling Techniques for a Masonry Dome (2014) Journal of Performance of Constructed Facilities, 28 (3), pp. 480-490. , https://doi.org/10.1061/(ASCE)CF.1943-5509.0000440; William, K. J., Warnke, E. D., Constitutive model for the tri-ax-ial behavior of concrete (1975) Proceeding of the International Association for Bridge and Structural Engineering, 19, pp. 1-30. , ISMES, Bergamo, Italy; (2015) Finite Element Software, , https://www.ansys.com/, ANSYS Swanson Analysis Systems Inc., Houston, TX, USA, [online]; Pelà, L., Aprile, A., Benedetti, A., Seismic assessment of masonry arch bridges (2009) Engineering Structures, 31 (8), pp. 1777-1788. , https://doi.org/10.1016/j.engstruct.2009.02.012; Bayraktar, A., Hökelekli, E., Seismic Performances of Different Spandrel Wall Strengthening Techniques in Masonry Arch Bridges (2020) International Journal of Architectural Heritage, , https://doi.org/10.1080/15583058.2020.1719234; Wang, J., (2014) Numerical modelling of masonry arch bridges: Investigation of spandrel wall failure, , PhD Thesis, University of Bath; Valente, M., Milani, G., Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM (2016) Construction and Building Materials, 108, pp. 74-104. , https://doi.org/10.1016/j.conbuildmat.2016.01.025; Baykasoğlu, A., Güllü, H., Çanakçı, H., Özbakır, L., Prediction of compressive and tensile strength of limestone via genetic pro-gramming (2008) Expert Systems with Applications, 35 (1–2), pp. 111-123. , https://doi.org/10.1016/j.eswa.2007.06.006","Sayın, E.; Department of Civil Engineering, Turkey; email: esayin@firat.edu.tr",,,"Budapest University of Technology and Economics",,,,,05536626,,,,"English","Period. Polytech. Civ. Eng.",Article,"Final","All Open Access, Bronze",Scopus,2-s2.0-85111083757
"Karalar M., Yeşil M.","35176015100;57226859736;","Investigation on Seismic Behavior of Historical Tokatli Bridge under Near-Fault Earthquakes",2021,"Advances in Civil Engineering","2021",,"5596760","","",,3,"10.1155/2021/5596760","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85116698866&doi=10.1155%2f2021%2f5596760&partnerID=40&md5=fa01d1f9a7b9796fe843a3ab0cc8f75d","Zonguldak Bulent Ecevit University, Department of Civil Engineering, Zonguldak, Turkey","Karalar, M., Zonguldak Bulent Ecevit University, Department of Civil Engineering, Zonguldak, Turkey; Yeşil, M., Zonguldak Bulent Ecevit University, Department of Civil Engineering, Zonguldak, Turkey","The main purpose of this study is to compare the static and dynamic behavior of a historical single-span masonry arch bridge under different near-fault earthquakes. The historical Tokatli Bridge, built in Karabük, is chosen for this study. To investigate the behavior of near-fault earthquakes on the historical masonry bridge, first, a finite element model is built and analyzed under various near-fault earthquakes by using ANSYS and SAP2000. To build a finite element model, 162920 nodes and 47818 elements are used in ANSYS. First, finite element analysis results are compared to each other under Earth gravity. Then, ground motions near the fault are chosen to be used in this study. These earthquakes can be listed as follows: Cape Mend (1992), Kobe (1995), Superstition Hills (1987), Northridge (1994), Imperial Valley (1979), and Chi-Chi (1999). The behavior of the single-span historical bridge is obtained under these ground motions, and the results are compared with each other using contour diagrams using ANSYS. Furthermore, at the end of these analyses, it is observed that the tensile stresses have reached the permissible masonry tensile strength, especially on the upper side of the large belt, on the upper side of the belt, and on the side of the belt, and pose a risk for damage. © 2021 Memduh Karalar and Mustafa Yeşil.",,,,,,,,,,,,,,,,,,"Sevim, B., Bayraktar, A., Altunişik, A.C., Atamtürktür, S., Birinci, F., Assessment of nonlinear seismic performance of a restored historical arch bridge using ambient vibrations (2011) Nonlinear Dynamics, 63 (4), pp. 755-770. , 2-s2.0-79952008529; Ellicks, C., (1979), London, UK The University of Reading Ph.D. thesis; Güllü, H., Karabekmez, M., Gaziantep kurtuluş camisinin deprem davranişinin i?ncelenmesi (2016) Dümf Mühendislik Dergisi, 7 (3), pp. 455-470; Arnold, C., Reitherman, R., (1982) Building Conguration and Seismic Design, , Hoboken, NJ, USA Wiley; Kramer, S.L., (1996) Geotechnical Earthquake Engineering, , Hoboken, NJ, USA Prentice-Hall; Raychowdhury, P., Effect of soil parameter uncertainty on seismic demand of low-rise steel buildings on dense silty sand (2009) Soil Dynamics and Earthquake Engineering, 29 (10), pp. 1367-1378. , 2-s2.0-67349226391; Enrique Luco, J., Lanzi, A., Approximate soil-structure interaction analysis by a perturbation approach: The case of stiff soils (2013) Soil Dynamics and Earthquake Engineering, 51, pp. 97-110. , 2-s2.0-84878225436; Emre, Ö., Duman, T.Y., Olgun, S., Elmaci, H., Özalp, S., Active fault map of Turkey. Ankara (Turkey) (2012) Bulletin of Earthquake Engineering, 16; Mazza, F., Labernarda, R., Structural and non-structural intensity measures for the assessment of base-isolated structures subjected to pulse-like near-fault earthquakes (2017) Soil Dynamics and Earthquake Engineering, 96, pp. 115-127. , 2-s2.0-85014555340; Pelà, L., Aprile, A., Benedetti, A., Seismic assessment of masonry arch bridges (2009) Engineering Structures, 31 (8), pp. 1777-1788. , 2-s2.0-67349131314; Page, J., (1993) Masonry Arch Bridges-A State of the Art Review, , London, UK HMSO; Armstrong, D.M., Sibbald, A., Fairfield, C.A., Forde, M.C., Modal analysis for masonry arch bridge spandrell wall separation identification (1995) NDT & E International, 28 (6), pp. 377-386. , 2-s2.0-0029485698; Bensalem, A., Faireld, C.A., Sibbald, A., Damping effects on the NDT of soil backlled arch bridges (1998) Journal of British Institute NDT, 40 (2), pp. 107-116; Boothby, T.E., Domalik, D.E., Dalal, V.A., Service load response of masonry arch bridges (1998) Journal of Structural Engineering, 124 (1), pp. 17-23. , 2-s2.0-0031703514; Hatzigeorgiou, G.D., Beskos, D.E., Teodorakopoulos, D.D., Sfakianaki, M., Static and dynamic analysis of the Arta bridge by nite elements (1999) Archives of Civil Engineering, 2 (1), pp. 41-51; Fanning, P.J., Boothby, T.E., Three-dimensional modelling and full-scale testing of stone arch bridges (2001) Computers & Structures, 79 (29), pp. 2645-2662. , 2-s2.0-0034778188; Frunzio, G., Monaco, M., Gesualdo, A., 3D fem analysis of a roman arch bridge (2001) Historical Constructions, pp. 591-598; Toker, S., Unay, A.I., Mathematical modelling and nite element analysis of masonry arch bridges (2004) Journal of Science of Gazi University, 17 (2), pp. 129-139; Bayraktar, A., Altunisik, A.C., Turker, T., Sevim, B., The Model Updating of Historical Masonry Bridges Using Operational Modal Analysis Method, pp. 429-440. , Proceedings of the 1st National Conference Reinforcement and Transfer into the Future of Historical Structures 2007 Ankara, Turkey; Brencich, A., Sabia, D., Experimental identification of a multi-span masonry bridge: The Tanaro bridge (2008) Construction and Building Materials, 22 (10), pp. 2087-2099. , 2-s2.0-44349138345; Diamanti, N., Giannopoulos, A., Forde, M.C., Numerical modelling and experimental verification of GPR to investigate ring separation in brick masonry arch bridges (2008) NDT & E International, 41 (5), pp. 354-363. , 2-s2.0-43049179354; Ural, A., Oruç, S., Doǧangün, A., Turkish historical arch bridges and their deteriorations and failures (2008) Engineering Failure Analysis, 15 (1-2), pp. 43-53. , 2-s2.0-34548403012; Aydin, A.C., Özkaya, S.G., The finite element analysis of collapse loads of single-spanned historic masonry arch bridges (ordu, sarpdere bridge) (2018) Engineering Failure Analysis, 84, pp. 131-138. , 2-s2.0-85033556210; Altunişik, A.C., Kanbur, B., Genç, A.F., Kalkan, E., Structural response of historical masonry arch bridges under different arch curvature considering soil-structure interaction (2019) Geomechanics and Engineering, 18 (2), pp. 141-151. , 2-s2.0-85068687096; Breccolotti, M., Severinib, L., Cavalagli, N., Bonfiglic, F.M., Gusellad, V., Rapid evaluation of in-plane seismic capacity of masonry arch bridges through limit analysis (2018) Earthquakes and Structures, 15 (5), pp. 541-553. , 2-s2.0-85056930768; 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Cakir, F., Ergen, Y.B., Uysal, H., Dogangun, A., Influence of modified intended use on the seismic behavior of historical himis structures (2016) Earthquakes and Structures, 10 (4), pp. 893-911. , 2-s2.0-84970016625; Karalar, M., Padgett, J.E., Dicleli, M., Parametric analysis of optimum isolator properties for bridges susceptible to near-fault ground motions (2012) Engineering Structures, 40, pp. 276-287. , Elsevier Science 2-s2.0-84860517530; Karalar, M., Yeşil, M., Effect of near-fault earthquakes on a historical masonry arch bridge (Konjic Bridge) (2021) Earthquakes and Structures, 21 (2), pp. 125-136; Emek, S., (2012) Karabük Safranbolu Tarihi Asąǧi Tokatli Köprüsü Röleve Restitüsyon Restorasyon Raporu, Karayollari Genel Müdürlüǧü 15, pp. 8-60. , Karabük, Turkey Bölge Müdürlüǧü; Ansys, (1998), Canonsburg, PA, USA ANSYS Inc; (2008) Integrated Finite Elements Analysis and Design of Structures, , Berkeley, CA, USA Computers and Structures, Inc; Jebur, A.K., Khan, I.A., Nath, Y., Numerical and experimental dynamic contact of rotating spur gear (2011) Modern Applied Science, Mathematical Models and Methods in Applied Sciences, 5 (2), pp. 254-263. , 2-s2.0-79956318574; Yazdizadeh, B., Comparison of different plane models in finite element software in structural mechanics (2010) Proceddings of the Yerevan State University, 3 (5), pp. 44-50. , 2010; Makris, N., Black, C.J., Evaluation of peak ground velocity as a ""good"" intensity measure for near-source ground motions (2004) Journal of Engineering Mechanics, 130 (9), pp. 1032-1044; Kadhim, M.M.A., Factors effect on the effective length in a double strap joint between steel plates and CFRP (2012) International Journal of Advances in Applied Sciences, 1, pp. 11-18; Karalar, M., Yeşil, M., Investigation of Different Arch Curvature Heights of Single-span Masonry Arch Bridge under Ground Movements, , Pro8th International Scientific Research Congress-Science and Engineering (UBAK) August 2020 Hattusa, Turkey; Karalar, M., Yesil, M., Effect of near and Far-fault Earthquakes on Historical Tokatli Bridge Constructed in Karabük, Turkey, , ProInternational Congress on Academic Research July 2020 Paris, France; Oliveira, D.V.C., (2003) Experimental and Numerical Analysis of Blocky Masonry Structures under Cyclic Loading, , Barcelona, Spain University of Minho, Department of Civil Engineering, Guimaraes, Portugal and the Structural Technology Laboratory of Universitat Politecnica de Catalunya Ph.D. thesis; Özen, G.O., (2006) Comparison of Elastic and Inelastic Behavior of Historic Masonry Structures at the Low Load Levels, , Ankara, Turkey Middle East Technical University M.S. Master of Science","Karalar, M.; Zonguldak Bulent Ecevit University, Turkey; email: memduhkaralar@beun.edu.tr",,,"Hindawi Limited",,,,,16878086,,,,"English","Adv. Civ. Eng.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85116698866
"Jeanson L., Laroche F., Kerouanton J.-L., Bernard A.","57203994722;24448571000;54784595400;56835902100;","Knowledge management for modeled Heritage objects, requirement specifications towards a tool for heterogeneity embracing",2020,"International Journal on Interactive Design and Manufacturing","14","4",,"1337","1345",,3,"10.1007/s12008-020-00712-6","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85091105667&doi=10.1007%2fs12008-020-00712-6&partnerID=40&md5=fc04631198146fb285532b62eae71839","Laboratoire des Sciences du Numérique de Nantes (LS2N), Université de Nantes - Ecole Centrale de Nantes, 1 rue de la Noë, BP 92101, Nantes, 44321, France; LS2N, Nantes, France; Centre François Viète, Université de Nantes, BP 92208, 2 rue de la Houssinière, Nantes, 44322, France","Jeanson, L., Laboratoire des Sciences du Numérique de Nantes (LS2N), Université de Nantes - Ecole Centrale de Nantes, 1 rue de la Noë, BP 92101, Nantes, 44321, France; Laroche, F., LS2N, Nantes, France; Kerouanton, J.-L., Centre François Viète, Université de Nantes, BP 92208, 2 rue de la Houssinière, Nantes, 44322, France; Bernard, A., LS2N, Nantes, France","As information technologies gain common adoption in the humanities, cultural heritage study remains a special domain. Fundamentally interdisciplinary, cultural heritage works articulate several specific challenges: incompleteness, close link to documentation and the need for many domain collaborating. Modeling tools and methods have been under vibrant development in the past twenty years. But while a lot of efforts has been put towards overcoming practical issues, ethical and methodological issues nowadays require further advances. The Reseed project aims to bridge some gaps in the digital use for cultural heritage. This paper aims to shed light on the need to embrace heterogeneity with the aim to entrench model contextualized analysis. Currently in the process of developing fitting solutions, we present our partial implementation, which we supplement with more global requirement specifications. We base our proposal on a domain analysis and confine its scope within a critical discussion. © 2020, Springer-Verlag France SAS, part of Springer Nature.","3D model; Heritage modeling; Heterogeneity; Requirement specifications; Semantic web","Specifications; Critical discussions; Cultural heritage studies; Cultural heritages; Domain analysis; Heritage objects; Partial implementation; Practical issues; Requirement specification; Knowledge management",,,,,"Agence Nationale de la Recherche, ANR","We would like to thank the french National Agency for Research (ANR) for the generous funding of the Reseed project.",,,,,,,,,,"Abergel, V., Benistant, P., Bergerot, L., Bernard, J.F., Bohbot, H., Cassen, S., Chayani, M., Epaud, F., (2017) Livre Blanc Du Consortium 3D Shs; Alliez, P., Forge, F., Luca, L., Pierrot-Deseilligny, M., Preda, M., (2017) Culture 3D Cloud: A Cloud Computing Platform for 3D Scanning, , Documentation, Preservation and Dissemination of Cultural Heritage; Armstrong, H.W., Read, R., Comparing the economic performance of dependent territories and sovereign microstates (2000) Econ. 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Rev., 30 (1), pp. 45-75","Jeanson, L.; Laboratoire des Sciences du Numérique de Nantes (LS2N), 1 rue de la Noë, BP 92101, France; email: loic.jeanson@ls2n.fr",,,"Springer-Verlag Italia s.r.l.",,,,,19552513,,,,"English","Int. J. Interact. Des. Manuf.",Article,"Final","All Open Access, Green",Scopus,2-s2.0-85091105667
"Casamassima V.M., D’amato M.","57194681902;57208783226;","Fatigue assessment and deterioration effects on masonry elements: A review of numerical models and their application to a case study",2019,"Frontiers in Built Environment","5",,"65","","",,3,"10.3389/fbuil.2019.00065","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85066758315&doi=10.3389%2ffbuil.2019.00065&partnerID=40&md5=9a2a16fe4617ee7c71ccb72f1afd5911","DICEM, Department of European and Mediterranean Cultures(Architecture, Environment and Cultural Heritage), University of Basilicata, Matera, Italy","Casamassima, V.M., DICEM, Department of European and Mediterranean Cultures(Architecture, Environment and Cultural Heritage), University of Basilicata, Matera, Italy; D’amato, M., DICEM, Department of European and Mediterranean Cultures(Architecture, Environment and Cultural Heritage), University of Basilicata, Matera, Italy","Safety assessment with respect to seismic and vertical loads of existing and very old masonry structures is currently a central topic for the scientific engineering community. In particular, there are many ancient bridges still in service that are subjected to higher and more frequent cyclic loads. For these structures, it is important to determine the actual fatigue strength, rather than the ultimate carrying capacity. In this way the remaining service life, with possible traffic load limitations, may be estimated. This paper reports an updated review of the state-of-the art on recently published fatigue models that account for deterioration effects under cyclic loads. In addition, results related to fatigue performance of a bridge are shown and comments are provided. The numerical comparisons among existing fatigue models reveal that the application of the available fatigue models is particularly problematic for ancient masonry elements, where appropriate stress-life curves are required. © 2019 Casamassima and D’Amato.","Fatigue assessment; Fatigue deterioration; Masonry; Residual service life; Stress-life curves",,,,,,,,,,,,,,,,,"Alshebani, M.M., Sinha, N.S., (2001) Stiffness Degradation of Brick Masonry Undercycliccompressiveloading, 15, pp. 13-16. , ,Vol., MasonryInternational; (2014) Standardtestmethodforcompressivestrengthofmasonryprisms,” Inannualbookofastmstandards, pp. 889-895. , 4.05,edsASTM(WestConhohocken, ASTMInternational; Bartoli, G., Betti, M., Galano, L., Zini, G., Numerical insights on the seismic risk of confined masonry towers (2018) Eng. Struct., 180, pp. 713-727; Bartoli, G., Betti, M., Giordano, S., In situ static and dynamic investigations on the “Torre Grossa” masonry tower (2013) Eng. 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Mater., 20, pp. 603-614; Ronca, P., Franchi, A., Crespi, P., Structural failure of historic buildings: Masonry fatigue tests for an interpretation model (2004) Proceeding Paperofthefourthinternationalconferenceonstructuralanalysisofhistorical Constructions(Bologna), pp. 273-279; Sarhosis, V., Milani, G., Formisano, A., Fabbrocino, F., Evaluation of differentapproachesfortheestimationoftheseismicvulnerabilityofmasonry towers (2018) Bull.Earthq.Eng., 16, pp. 1511-1545; Schueremans, L., van Gemert, D., (2001) Assessment of Existing Structures Using Probabilistic Methods-State of the Art, Computer Methods in Structural Masonry-5, , in Proc. Fifth Int. Symp. Computer Methods in Structural Masonry (Rome),255–262; Shakya, M., Varum, H., Vicente, R., Costa, A., Empirical formulation forestimatingthefundamentalfrequencyofslendermasonrystructures (2016) Int.J. Architect.Heritage, 10, pp. 55-66; Tomor, A., Verstrynge, E., A joint fatigue–creep deterioration model formasonrywithacousticemissionbaseddamageassessment (2013) Construct.Build. Mater., 43, pp. 575-588; Vicente, M., Gonzalez, D., Minguez, J., Martinez, J., Residual modulus of elasticity and maximum compressive strain in HSC and FRHSC after high-stress-level cyclic loading (2014) Struct. Concrete., 15, pp. 210-218; Zanuy, C., Albajar, L., de la Fuente, P., The fatigue process of concrete and its structural influence (2011) Mater. De Constr., 61, pp. 385-399","Casamassima, V.M.; DICEM, Italy; email: vitomic.casam@gmail.com",,,"Frontiers Media S.A.",,,,,22973362,,,,"English","Front. Built Environ.",Review,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85066758315
"Hadžić D., Molnár T.","57214471130;36922009200;","Post conflict reconstructions in Bosnia and Herzegovina",2019,"Pollack Periodica","14","3",,"21","30",,3,"10.1556/606.2019.14.3.3","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85078757217&doi=10.1556%2f606.2019.14.3.3&partnerID=40&md5=a12aec078ee55afd53e115f76350b13e","Marcel Breuer Doctoral School, Faculty of Engineering and Information Technology, University of Pécs, Boszorkány u. 2, Pécs, H-7624, Hungary; Department of Visual Studies, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Boszorkány u. 2, Pécs, H-7624, Hungary","Hadžić, D., Marcel Breuer Doctoral School, Faculty of Engineering and Information Technology, University of Pécs, Boszorkány u. 2, Pécs, H-7624, Hungary; Molnár, T., Department of Visual Studies, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Boszorkány u. 2, Pécs, H-7624, Hungary","The aim of the paper is to discuss the post-conflict reconstruction of cultural heritage properties and involvement of peace agreement into a return of refugees and reconstruction of destroyed cultural heritage. Examples of monuments: Emperors mosque in Stolac, Handanija mosque in Prusac, Kujundžiluk bazar in Mostar near Old Bridge in Mostar (UNESCO site), Monastery in Zavala and Land museum in Sarajevo. An investigation focus is on results of the survey on the assessment of the impact of organization cultural heritage without borders engagements in Bosnia and Herzegovina. Reflection of the economic situation in Bosnia and Herzegovina, rather on attitude towards reconstruction of cultural heritage properties of importance. © 2019 The Author(s)","Bosnia and Herzegovina; Cultural heritage; Dayton peace agreement; Human rights; Post-conflict reconstructions; Post-war reconstructions",,,,,,,,,,,,,,,,,"Walasek, H., Carlton, R., Hadžimuhamedović, A., Perry, V., Wik, T., (2015) Bosnia and the Destruction of Cultural Heritage, , London, Routledge; The General Framework Agreement for Peace in Bosnia and Herzegovina, , https://peacemaker.un.org/bosniadaytonagreement95, last visited 19 December 2018; The architectural ensemble of the Čaršija mosque and Čaršija in Stolac designated as a national monument of Bosnia and Herzegovina (2007) The Natural and Architectural Ensemble of Stolac, , https://whc.unesco.org/en/tentativelists/5282/, last visited 19 December 2018; https://en.wikipedia.org/wiki/Anastylosis, last visited 11 January 2019; (1995) Summary of the Dayton Peace Agreement on Bosnia-Herzegovina, Fact Sheet Released by the Office of the Spokesman, , http://hrlibrary.umn.edu/icty/dayton/daytonsum.html, November 30, last visited 19 December 2018; Cultural Heritage without Borders, , http://www.chwb.org/bih/, last visited 19 December 2018; Molnár, T., The reconstruction of the Archaeology Museum in Pécs (2009) Pollack Periodica, 4 (3), pp. 49-56; Bosnia and Hercegovina Commission to Preserve National Monuments, , http://old.kons.gov.ba/main.php?id_struct=50&lang=4&action=view&id=2537, last visited 19 December 2018; Bosnia, Hercegovina, (2007) The Restoration Process in Eight Towns, Cultural Heritage without Borders, , http://chwb.org/bih/wp-content/uploads/sites/5/2015/12/CHwBprojektblad_Bosnien_Restoration-process.pdf, last visited 19 December 2018; The restoration process in eight cities, towns and villages in Bosnia-Herzegovina, Impact assessment study, carried out by market research/polling agency Puls (2007) Sarajevo, Cultural Heritage without Borders, , CHwB January 2007; Molnár, T., Energy-conscious architecture, A student’s scientific work (2008) Pollack Periodica, 3 (3), pp. 31-44; Cultural Heritage for Peace and Reconciliation, An Evaluation of Cultural Heritage without Borders, , http://chwb.org/bih/wp-content/uploads/sites/5/2016/05/Cultural-Heritage-for-Peace-and-Reconciliation.pdf, Torsten Kälvemark, last visited 19 December 2018","Hadžić, D.; Marcel Breuer Doctoral School, Boszorkány u. 2, Hungary; email: damirexam@gmail.com",,,"Akademiai Kiado Rt.",,,,,17881994,,,,"English","Pollack Period.",Article,"Final","All Open Access, Hybrid Gold, Green",Scopus,2-s2.0-85078757217
"Wang J., Zhang G., Liu J., Jia Y.","35202276900;56001725600;57201684372;18935316200;","Research on destructive test of pretensioning prestressed concrete hollow slab in service",2018,"International Journal of Structural Integrity","9","4",,"429","441",,3,"10.1108/IJSI-07-2017-0043","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050533039&doi=10.1108%2fIJSI-07-2017-0043&partnerID=40&md5=0f09e4f414ad69c71c3744f053910f67","School of Civil Engineering, Northeast Forestry University, Harbin, China; Liaoning Datong Road Construction Corporation Limited Company, Shenyang, China; Liaoning Communication Planning and Design Institute Co. Ltd, Shenyang, China","Wang, J., School of Civil Engineering, Northeast Forestry University, Harbin, China, Liaoning Datong Road Construction Corporation Limited Company, Shenyang, China; Zhang, G., Liaoning Communication Planning and Design Institute Co. Ltd, Shenyang, China; Liu, J., School of Civil Engineering, Northeast Forestry University, Harbin, China; Jia, Y., School of Civil Engineering, Northeast Forestry University, Harbin, China","Purpose: During service period, the bridge structures will be affected by the environment and load, so the carrying capacity will decline. The purpose of this paper is to research on the bearing capacity of bridge structures with time. Design/methodology/approach: Destructive test and non-linear finite element analysis are carried out by utilizing two pretensioning prestressed concrete hollow slabs in service for 20 years; using the structural test deflection value to simulate the stiffness degradation of the service bridge and the finite element calculation results verify the accuracy of the calculation. Findings: The flexural rigidity of the main beam when the test beam is destructed is degraded to approximately 20 percent of that before the test, which agrees well with the result of finite element analysis and indicates that the method of deducing the flexural rigidity of the structure according to the measured deflection value can effectively simulate the rigidity degradation law of the bridge in service. The crack resistance property of the test beam degrades obviously and the ultimate bearing capacity of the bending resistance does not degrade obviously. Originality/value: The research results truly reflect the destruction process, destructive form, bearing capacity and rigidity degradation law of the old beam of the concrete bridge in service for 20 years and can provide technical basis for optimization design of newly built bridges of the same type and maintenance and reinforcement design of existing old bridges. © 2018, Emerald Publishing Limited.","Destructive test; Flexural rigidity degradation; Non-linear finite element analysis; Pretensioning prestressed concrete hollow slab; Ultimate bearing capacity","Bearing capacity; Bridges; Concrete beams and girders; Concrete testing; Finite element method; Prestressed concrete; Rigidity; Destructive tests; Flexural rigidities; Non-linear finite-element analysis; Prestressed concrete hollow slabs; Ultimate bearing capacity; Structural design",,,,,"201512, 201513; Fundamental Research Funds for the Central Universities: 2572017AB01","This study was supported by “the Fundamental Research Funds for the Central Universities” (2572017AB01) and Transportation Science and Technology Project of Liaoning Province of China (201512 and 201513).",,,,,,,,,,"Azizinamini, A., Boothby, T.E., Shekar, Y., Barnhill, G., Old concrete slab bridges I: experimental investigation (1994) Journal of Structural Engineering, 120 (11), pp. 3284-3304; Gao, J., Huang, Y., Research of the static bearing capacity test of a 20-year-old prestressed concrete hollow-plate beam unit (2014) Journal of Sichuan University of Science & Engineering(Natural Science Edition), 27 (4), pp. 69-72; Harries, K.A., Structural testing of prestressed concrete girders from the lake view drive bridge (2009) Journal of Bridge Engineering, 14 (2), pp. 78-92; Jorgensen, J.L., Larson, W., Field testing of a reinforced concrete highway bridge to collapse (1976) Transportation Research Board, 607 (1), pp. 66-80; Li, H., Destructive experimental studies of prestressed concrete hollow slab in service (2007) Railway Engineering, (4), pp. 24-25; Miller, R.A., Aktan, A.E., Shahrooz, B.M., Destructive testing of decommissioned concrete slab bridge (1994) Journal of Structural Engineering, 120 (7), pp. 2176-2198; Qian, Y., Teng, Y., Zhu, Y., Experimental research on flexural behavior of a deteriorated RC bridge under ultimate loading (1994) Journal of Southwest Jiaotong University, 29 (4), pp. 423-428; Xiang, Y.Q., Zhang, X., Zhao, J., Liao, X.H., Li, S.J., Full-range analysis and experimental study of flexural behavior of PC hollow slab beams out of service (2015) Bridge Construction, 45 (5), pp. 30-35; Xu, W., (2006) Experimental research and analysis on load-carrying capacity of the existing prestressed concrete girder bridges, , Doctorate thesis of Southeast University, Nanjing; Yuan, A.M., Sha, Y.F., He, Y., Zhu, X.W., Experimental studies on the ultimate flexural capacity for prestressed concrete hollow beams with longitudinal cracks in webs (2015) China Civil Engineering Journal, 48 (S1), pp. 22-28; Zhang, J.F., Zhang, Y.F., Study on destructive experiment of prestressed concrete continuous box girder bridge (2008) Journal of Highway and Transportation Research and Development, 25 (10), pp. 63-68; Zhao, Z., Jiang, X., Huo, D., Single slab load analysis of pre-stressed concrete hollow slab based on destructive test (2007) Journal of Beijing University of Technology, 33 (5), pp. 498-501","Jia, Y.; School of Civil Engineering, China; email: yanminjia2008@126.com",,,"Emerald Group Publishing Ltd.",,,,,17579864,,,,"English","Int. J. Struct. Integrity",Article,"Final","",Scopus,2-s2.0-85050533039
"Wysokowski A.","6506403683;","Research on changes in properties of steel from the old road bridge",2018,"Journal of Constructional Steel Research","147",,,"360","366",,3,"10.1016/j.jcsr.2018.02.014","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046120129&doi=10.1016%2fj.jcsr.2018.02.014&partnerID=40&md5=6e8946a5b5f3fd8ba9538f8143780978","Faculty of Civil Engineering, Architecture and Environmental Engineering, University of Zielona Góra, Prof. Z Szafrana street no. 1, Building A-8, Zielona Góra, 65-417, Poland","Wysokowski, A., Faculty of Civil Engineering, Architecture and Environmental Engineering, University of Zielona Góra, Prof. Z Szafrana street no. 1, Building A-8, Zielona Góra, 65-417, Poland","This paper deals with problems stemming from the long service of steel bridges, in particular with the changes in the mechanical and strength properties of their steel over time. The considerations are of special relevance for bridges (including historic bridges) which have been in service for a long time, in the case of which it is vital to determine the actual operational strength of their main structural steel components. Operational load capacity reserves are evaluated as part of a technical condition assessment to determine the remaining service life. In this research an attempt was made to evaluate changes in the properties of the steel in the main girders of a heavily deteriorated steel road bridge (designated for dismantling) built in 1908. For this purpose tests were carried out on steel specimens taken from the most stressed places near the middle of a steel girder's span. The specimens were taken along the entire height of the girder's web. Analyses were carried out to determine whether the long service of the steel spans and their cyclic stressing resulted in changes in the properties of the steel and how significant the changes are. In order to reliably evaluate the changes laboratory chemical tests, metallographic examinations and strength tests were carried out on the structural steel. On the basis of the test results the changes in the properties of the steel as a function of time were determined. It was found which parameters were critical and to what degree. © 2017","Change in mechanical and strength properties; Long service; Steel bridges; Steel tests","Beams and girders; Building materials; Highway bridges; Roads and streets; Steel construction; Steel research; Steel testing; Long service; Metallographic examination; Operational loads; Steel road bridges; Strength property; Structural steel components; Structural steels; Technical conditions; Steel bridges",,,,,,,,,,,,,,,,"Benčat, J., Hadzima, B., Full-scale dynamic testing of the corrosion-damaged, steel- truss structure of Old Bridge over the Danube in Bratislava (2015) Czasopismo Techniczne, , Budownictwo. Wydawnictwo Politechniki Krakowskiej im. Tadeusza.Kościuszki Kraków, Poland; Rybak, M., Alteration and Upgrading of Bridges (in Polish) (1985), Wydawnictwa Komunikacji i Łączności Warsaw; Yamaguchi, E., Maintenance of weathering steel bridge (2015) Steel Constr. Today Tomorrow, 45, pp. 12-15; Czudek, H., Karpiński, T., Moroz, J., Studies of the effect of long service on the mechanical properties of the steel in the girders of railway bridges (in Polish) (1972) Scientific Papers of Gdańsk University of Technology, no. 187, pp. 181-188; Wysokowski, A., Durability of steel bridges as function of fatigue and corrosion phenomena's (2001), 53. , IBDiM, Studies and Materials (Warsaw, Poland); Wysokowski, A., Method of assessing fatigue hazard to steel railway Bridges (2001) Eng. Trans., 49 (4), pp. 459-483; Wysokowski, A., Simulation analysis of fatigue strength in steel highway bridges (2005) Civil and Environmental Engineering Reports No. 1 273-306; Cywiński, Z., Zur Korrosionsrate von Bausthal in al-ten Brücken (1992), (Bauingenieur 67/3); Pipinato, A., Pellegrino, C., Modena, C., Fatigue damage estimation in existing railway steel bridges by detailed loading history analysis (2012) ISRN Civ. Eng., 2012; Wichtowski, B., The Conclusions of Testing the Flatted Girder Railway Bridges With Cracks in Welded Joints (2000), Inżynieria i Budownictwo (nr 10); Wichtowski, B., Hołowaty, J., Analysis of properties of structural steels of retrofitted bridge on railway line No 353 (2014), pp. 429-434. , Inżynieria i Budownictwo (no. 8/2014); Wichtowski, B., Assessment of fatigue and selection of steel on constructions of steel bridges welded according to Eurocode 3. Przegląd Spawalnictwa 12/2009 (2009), http://ww.puds.pl/files/akademia-rozwoju/artykuly/PS6.pdf; Bacinskasa, D., Kamaitisa, Z., Jatulisa, D., Kilikevicius, A., Field testing of old narrow-gauge railway steel truss bridge (2013) 11th International Conference on Modern Building Materials, Structures and Techniques, , http://ac.els-cdn.com/S1877705813007509/1-s2.0-S1877705813007509-ain.pdf?_tid=59cd5326-412b-11e7-a4c4-00000aacb362&acdnat=1495704190_503620c6cdee4b3411ec8ba7ff5da06f, MBMST 2013; Ibrahim, S.A., El-Dakhakhni, V.W., Elgaaly, M., Behavior of bridge girders with corrugated webs under monotonic and cyclic loading (2006) Eng. Struct, 28 (14), pp. 1941-1955. , (2006); Keller, A., Bruehwiler, E., Hirt, M.A., Assessment of a 135 year old riveted railway bridge (1995) IABSE Symposium San Francisco 1995, Symposium Report 73/2, International Association for Bridge an Structural Engineering, pp. 1029-1034",,,,"Elsevier Ltd",,,,,0143974X,,,,"English","J. Constr. Steel Res.",Article,"Final","",Scopus,2-s2.0-85046120129
"Rutz F.R., Watters J., Chromshrimake P., Rogers Z.","55880007800;57201417420;57201428574;57201434756;","Welding of historic structural wrought Iron",2018,"Journal of Materials in Civil Engineering","30","6","04018097","","",,3,"10.1061/(ASCE)MT.1943-5533.0002222","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044749130&doi=10.1061%2f%28ASCE%29MT.1943-5533.0002222&partnerID=40&md5=f7b5f21598174c018407b6fb6cca87f9","Univ. of Colorado Denver, Campus Box 113, North Classroom Bldg., 1200 Larimer St., Denver, CO  80204, United States; J.R.Harris and Company, 1775Sherman St., Suite 2000, Denver, CO  80203, United States; Cagley and Associates, 6141 Executive Blvd., Rockville, MD  20852, United States; Colorado Dept. of Transportation, 4201 E Arkansas Ave., Denver, CO  80222, United States; Vertex Companies, Inc., 2420 West 26th Ave., Suite D-100, Denver, CO  80211, United States","Rutz, F.R., Univ. of Colorado Denver, Campus Box 113, North Classroom Bldg., 1200 Larimer St., Denver, CO  80204, United States, J.R.Harris and Company, 1775Sherman St., Suite 2000, Denver, CO  80203, United States; Watters, J., Cagley and Associates, 6141 Executive Blvd., Rockville, MD  20852, United States; Chromshrimake, P., Colorado Dept. of Transportation, 4201 E Arkansas Ave., Denver, CO  80222, United States; Rogers, Z., Vertex Companies, Inc., 2420 West 26th Ave., Suite D-100, Denver, CO  80211, United States","A research program directed at the study of welding historic wrought iron using modern welding methods has been conducted over the last several years at the University of Colorado Denver. Shielded metal arc welding methods have been developed for welding structural wrought iron material obtained from historic bridges. Wrought iron is distinguished from modern structural steel for which many welding procedures exist. Parametric studies of multiple end preparation geometries and preheat temperatures have been conducted to ascertain an optimum procedure for a full-penetration groove weld. Tensile tests have been conducted on welded material at room temperature and Charpy V-notch tests have been conducted on welded material at low temperatures. © 2018 American Society of Civil Engineers.",,"Bridges; Building materials; Electric welding; Tensile testing; Wrought iron; Charpy V-notch test; Preheat temperature; Research programs; Shielded metal arc welding; Structural steels; University of Colorado; Welded materials; Welding procedures; Iron research",,,,,,,,,,,,,,,,"(1999) ""Standard specification for carbon structural steel"", , ASTM A36, West Conshohocken, PA; (2002) ""Standard test methods for notched bar impact testing of metallic materials"", , ASTM E23-02, West Conshohocken, PA; Aston, J., Story, E.B., (1949) Wrought iron, it's manufacture, characteristics and applications, , A.M. Beyers Company, Pittsburgh; Bowman, M.D., Piskorowski, A.M., (2004) ""Evaluation and repair of wrought iron and steel structures in Indiana"", , Publication FHWA/IN/JTRP-2004/04, Indiana Dept. of Transportation, Purdue Univ., West Lafayette, Indiana; Chomshrimake, P., (2012) ""Arc welding procedure for repairing wrought iron in historic bridges"", p. 61. , M.S. thesis, Dept. of Civil Engineering, Univ. of Colorado Denver, Denver; Johnson, R., Olson, S., ""Collaboration and innovation lead to 3rd service life for and iconic iron bridge"" (2012) National Council of Structural Engineering Associations, , Reedsburg, WI; Lee, D.W., Jensen, C.M., ""Dry-ice bath based on ethylene glycol mixtures"" (2000) J. Chem. Educ, 77 (5), p. 629; Mills, A., Hayward, H., (1922) Materials of construction: Their manufacture and properties, 5, pp. 24-38. , Wiley, New York; (2011) ""Gateway trail iron bridge (bridge 82524)"", , http://www.dot.state.mn.us/historicbridges/8254.html, (Jul. 28, 2016); Rogers, Z., (2014) ""Low temperature impact testing of welded structural wrought iron"", , M.S. thesis, Dept. of Civil Engineering, Univ. of Colorado Denver, Denver; Talbot, J., (2012) ""Back on the job"", pp. 48-51. , Modern steel construction, American Institute of Steel Construction, Chicago; Van Vlack, L., (1967) Elements of materials science, p. 160. , Addison Wesley, Reading, MA; Watters, J., (2013) ""Investigation of double bevel full penetration groove welds for the repair of historic structural wrought iron"", , M.S. thesis, Dept. of Civil Engineering, Univ. of Colorado Denver, Denver; Yost, L., ""Arc welding fundamentals for historic bridges"" (2010) LCC/NCPTT Preservation of Historic Iron and Steel in Bridges and Other Metal Structures Workshop, , Lansing Community College, Lansing, MI","Rutz, F.R.; Univ. of Colorado Denver, Campus Box 113, North Classroom Bldg., 1200 Larimer St., United States; email: frederick.rutz@ucdenver.edu",,,"American Society of Civil Engineers (ASCE)",,,,,08991561,,,,"English","J. Mater. Civ. Eng.",Article,"Final","",Scopus,2-s2.0-85044749130
"Schueremans L., Porcher H., Rossi B., Wouters I., Verstrynge E.","6508300720;57192237683;55322717600;6603727137;26431163900;","A Study on the Evolution in Design and Calculation of Iron and Steel Structures over the Mid 19th Century in Western and Central Europe",2018,"International Journal of Architectural Heritage","12","3",,"320","333",,3,"10.1080/15583058.2017.1323244","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042228771&doi=10.1080%2f15583058.2017.1323244&partnerID=40&md5=b216febde93b5cec3f5537ffad93270f","Civil Engineering Department, Building Materials and Building Technology Division, KULeuven, Leuven, Belgium; Frisomat NV, Wijnegem, Belgium; Civil Engineering Department, Construction TC, KULeuven, Leuven, Belgium; Department of Architectural Engineering, VUB, Brussels, Belgium","Schueremans, L., Civil Engineering Department, Building Materials and Building Technology Division, KULeuven, Leuven, Belgium, Frisomat NV, Wijnegem, Belgium; Porcher, H., Civil Engineering Department, Building Materials and Building Technology Division, KULeuven, Leuven, Belgium; Rossi, B., Civil Engineering Department, Construction TC, KULeuven, Leuven, Belgium; Wouters, I., Department of Architectural Engineering, VUB, Brussels, Belgium; Verstrynge, E., Civil Engineering Department, Building Materials and Building Technology Division, KULeuven, Leuven, Belgium","The design of metallic structures in the 19th century is a subject topic of much admiration, as many emblematic structures that are currently withstanding the test of time have become part of our built cultural heritage. Knowledge on the assumptions and design procedures available at that time is of importance to structural engineering nowadays. It allows for the understanding, maintaining and safe extending of the service life of historical metallic structures. The goal of this article is to describe the evolution in the design and calculation of metallic structures during the second half of the 19th century, with focus on Western and Central Europe. Special attention is paid to the similarities and differences between the 19th century design rules and the current structural design standards. Based on a literature survey, the evolution in terms of load definition, calculation methods, material properties, and verifications are described. Different design aspects are illustrated through a case study: The Garabit viaduct in France. © 2018 Taylor & Francis.","19th century; bridges; design calculations; Eiffel; Garabit; halls; metallic structures; railway stations; service life","Bridges; Metals; Railroad transportation; Service life; 19th century; Design calculations; Eiffel; Garabit; halls; Metallic structures; Railway stations; Structural design; architectural design; bridge; cultural heritage; design method; iron; nineteenth century; railway construction; steel structure; viaduct; Central Europe; France",,,,,,,,,,,,,,,,"Aragon, E., (1904) Résistance des matériaux appliqué aux constructions, méthodes pratiques par le calcul et la statique graphique, , Tome I., Paris, France: Dunod; Aragon, E., (1908) Résistance des matériaux appliqué aux constructions, méthodes pratiques par le calcul et la statique graphique, , Tome III., Paris, France: Dunod; Baker, B., (1884) The forth bridge, , London, UK: The Bedford Press; Barlow, W.H., Yollard, W., Rothery, A., (1880) Report on the court of inquiry, and report of Mr. Rothery, upon the circumstances attending the Fall of a portion of the Tay Bridge on the 28th December 1879, , London, UK:, and; Bates, W., (1984) Historical structural steelwork handbook, , London, UK: BCSA; Bovey, H.T., (1896) Theory of structures and strength of materials, , New York, USA: John Wiley & Sons; Bussell, M., (1997) Appraisal of existing iron and steel structures, , Bershire, Aurstralia: Ascot, Steel Construction Institute; Collette, Q., (2014) Riveted connections in historical metal structures (1840–1940): Hot-driven rivets: technology, design and experiments, , Ph.D. Thesis, Vrije Universiteit Brussel, Faculty of Engineering; Collette, Q., Sire, S., Vermes, W.J., Mesler, V.J., Wouters, I., Experimental investigation on hot-driven structural rivets in historical French and Belgian wrought-iron structures (1880s–1890s) (2014) Construction and Building Materials, 54, pp. 258-269; Considère, A., Résistance des pièces comprimés (1891) Congres International, Proceedings Construction, p. 371; Eiffel, G., (1889) Mémoire présenté à l’appui du projet définitive du viaduct de Garabit, , Paris, France: Librairie polytechnique; Eurocode 1: Actions on structures–Part 1–3: general actions–Densities, self-weight, imposed loads for buildings (+AC: 2009) Brussels, Belgium: European Committee for Standardization; Eurocode 1: Actions on structures–Part 1–3: General actions–snow loads (+AC: 2009) (2009) Brussels, Belgium: European Committee for Standardization, , Brussels; (2005) Design of steel structures - Part 1–8: Design of joints. Brussels, Belgium: European Committee for Standardization; Engesser, F., Über die Knickfestigkeit gerader stabe (1889) Zeitschrift den Architekt und Ingenieur. Vereins Zu Hannover, 35, pp. 455-462; Ewing, J.A., (1899) The strength of materials, , Cambridge, UK: The University Press; Fivet, C., Zastavni, D., Ochsendorf, J.A., What Maurice Koechlin’s scientific contribution tells about his life (1856–1946) (2015) Fifth International Congress on Construction History, pp. 71-778. , Chicago, USA., and; Fletche, B., (1914) The London Building Acts 1894 to 1909, , London, UK: Batsford; Foppl, A., (1901) Résistance des matériaux et éléments de la théorie mathématique de l’élasticité, , Paris, France: Gauthier-Villars (libraires du bureau des longitudes, de L’école Polytechnique); Gallegos Mayorga, L., (2016) Contribution à la compréhension du comportement mécanique des assemblages rivetés anciens, , Ph.D., Brest, France; Guyot, Y., Circulaire du ministère des travaux publics aux préfets du 29 aout 1891 (1891) Révision de la circulaire du 9 juillet 1877, relative aux épreuves des ponts métalliques, , Paris, France; Hawkshaw, J., Armstrong, W.G., Barlow, W.H., Stokes, G.G., (1881) Wind pressure (railway structures) commission, , London, UK:, and; Hayward, A.C.G., The construction of railway bridges then and now (2014) International Journal Historical Engineering Technological, 84 (1), pp. 59-87; Kurrer, K.-E., (2008) The history of the theory of structures from arch analysis to computational mechanics, , Berlin, Germany: Ernst & Sohn; Lavrys, L., (2016) Design and calculation of wrought iron and steel structures in the 19th and early 20th century in the German region, , M.Sc. Thesis, KULeuven; Leslie, T., Built Like Bridges: Iron, steel and rivets in the Nineteenth-century Skyscraper (2010) Journal Social Architecture Historical, 69 (2), pp. 234-261; Lewis, P.R., Gagg, C., Aesthetics versus function: The fall of the Dee bridge, 1847 (2004) Interdisciplinary Science Reviews, 29 (2), pp. 177-191; Lineham, W.J., (1902) A textbook of mechanical engineering, , London, UK: Chapman and Hall, Ltd; Madamet, A., (1891) Résistance des matériaux, , Paris, France: E. Bernard et Cie; Circulaire du ministère des travaux publics au préfets du 9 juillet 1877 (1877) Chemins de fer–Révision des circulaires du 28 février 1858 et du 15 juin 1859, relatives aux épreuves des monts métalliques, , Paris, France, France; Morin, A., (1853) Leçons de mécanique pratique - résistance des matériaux, , Paris, France: Hachette; Novat, J., (1900) Cours pratique de résistance des matériaux professé à la société d’enseignement professionnel du Rhone, , Paris: Librairie polytechnique; Porcher, H., (2015) Design and calculation of wrought iron and steel structures in the 19th century, , M.Sc. Thesis, KULeuven, Leuven, Belgium; (1919) Bestimmungen über die bei Hochbauten anzunehmenden Belastungen und über die zulässigen Beanspruchungen der Baustoffe. Zentralblatt der Bauverwaltung, 40 (8), pp. 45-50. , Berlin: Ernst; Rankine, J.M., (1862) A manual of civil engineering, , London, UK: Griffin, Bohn, and company; Ritter, A., (1879) Elementary theory of calculation of iron bridges and roofs, , London, UK: E. & F.N. Spon; Schueremans, L., Porcher, H., Verstrynge, E., Rossi, B., Wouters, I., On the evolution in design and calculation of steel structures over the 19th century in Belgium, France and England (2016) Structural analysis of historical constructions - anamnesis, diagnosis, therapy, controls. SAHC 2016. Leuven, pp. 604-611. , Van Balen K., Verstrynge E., (eds), September, CRC/Balkema, and,. In, ed., 2016; Schulitz, H.C., Sobek, W., Habermann, K.J., (2003) Construire en acier, , Birkhauser, Switzerland, and; Schwatlo, C., Prussian regulations 1890: Bestimmungen über die Aufstellung von statischen Berechnungen zu Hochbaukonstruktionen, sowie über die hierbei anzunehmenden Belastungen bzw. Beanspruchungen (1898) Kostenberechnungen für Hochbauten, , Leipzig, Germany:. In; Tissandier, G., (1889) La Tour Eiffel de 300 Mètres, , Paris, France: Masson G; Twelvetrees, W.N., (1900) Structural iron and steel, , London, UK: Whittaker and Co; Ungermann, D., Preckwinkel, E., Appraisement of historic industrial buildings designed 1880–1940 (2009) Proceedings of the Third International Congress on Construction History, , Cottbus, Germany:, and; Vierendeel, A., (1890) L’archiecture métallique au XIXe siècle et l’exposition de 1889 à Paris, , Bruxelles: Belgium, E. Ramlot; Vierendeel, A., (1897) Coefficient d’élasticité de flexion des sections double Té, , Louvain: Belgium, A. Uystpruyst-Dieudonn; Vierendeel, A., (1920) Cours de stabilité des constructions, tome II, ponts métalliques droits–ponts continus–ponts tournants–ponts mobiles, , 3rd ed., Louvain, Belgium: A. Uystpruyst; Vierendeel, A., (1920) Cours de stabilité des constructions, tome III, charpentes–ponts suspendus–assemblages par rivets etc, , 3rd ed., Louvain: A. Uystpruyst; Vigreux, C., (1893) Revue technique de l’exposition universelle de 1889 par un comité d’ingénieurs, de professeurs, d’architectes et de constructeurs. Tome II, La construction, , Paris, France: E. Bernard. et Cie; Von Karman, T., Untersuchungen über knickfestigkeitt (1910) Mitteilungen über Forschungsarbeiten. ed. D. Meyer and M. Seyffert. Düsseldorf, Germany: Verein deutscher Ingenieure.; Westhofon, W., (1890) The forth bridge, , London, UK: Engineering; Vorschriften für das Entwerfen der Brücken mit eisernen Überbau (1903) Zentralblatt Der Bauverwaltung, 23 (49), pp. 301-305. , Berlin: Ernst","Schueremans, L.; Civil Engineering Department, Belgium; email: luc.schueremans@kuleuven.be",,,"Taylor and Francis Inc.",,,,,15583058,,,,"English","Int. J. Archit. Herit.",Article,"Final","",Scopus,2-s2.0-85042228771
"Cohen E.","57200138860;","Explosions and expulsions in ottoman athens: A heritage perspective on the temple of olympian zeus",2018,"International Journal of Islamic Architecture","7","1",,"85","106",,3,"10.1386/ijia.7.1.85_1","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85039922904&doi=10.1386%2fijia.7.1.85_1&partnerID=40&md5=95c063e297b5df9e60dcecfeca112f75","University of Melbourne, Australia; University of Oxford, United Kingdom","Cohen, E., University of Melbourne, Australia, University of Oxford, United Kingdom","The recent increased interest in Ottoman studies has resulted in new research groups, publications, conferences, and exhibitions. Nevertheless, the perception and management of imperial legacies and memories in post-Ottoman societies continues to be a problematic process, in no small part because of the lack of dialogue between Ottoman studies (particularly in regards to material culture) and more traditional areas such as regional history, classical studies, and archaeology. This article attempts to bridge these divides by examining how inherited cultural landscapes were imagined and reconstructed in Islamic societies. Here, the example will be Athens, a city that has a long history of being identified primarily by its ‘glorious’ antiquities. By exploring diverse ways of experiencing and perceiving the many-layered memories of this iconic city, this article highlights the need for a reassessment of how Islamic societies imagined the past. It also illustrates that the very model of how we understand cultural heritage studies needs to be redefined. © 2018 Intellect Ltd DiT Papers.","Athens; Cultural heritage; Olympieion; Ottoman; Perception; Reuse",,,,,,,,,,,,,,,,,"Bierman, I., Ottomanization of Crete (1991) The Ottoman City and Its Parts, pp. 53-75. , Urban Structure and Social Order, eds Irene Bierman, Rifa‘at A. Abou-El-Haj, and Donald Preziosi (New Rochelle and New York: Caratzas; Crane, H., The Ottoman Sultan Mosques: Icons of Imperial Legitimacy (1991) The Ottoman City and Its Parts, pp. 173-243. , Urban Structure and Social Order, eds Irene Bierman, Rifa‘at A. Abou-El-Haj, and Donald Preziosi (New Rochelle and New York: Caratzas; (2006) Who is a Turk?, p. 94. , Soner Cagaptay, Islam, Secularism and Nationalism in Modern Turkey, New York and London: Routlege; Pinon, P., The Ottoman Cities of the Balkans (2008) The City in the Islamic World, 1, pp. 143-158. , Salma K. Jayyusi, Renata Holod, Attilio Petruccioli, and Andre Raymond (Leiden and Boston: Brill; Kiel, M., For the pivotal role that the Balkans played in the early development of an imperial architectural style (1990) Machiel Kiel, pp. ix-xv; Celebi, E., An Ottoman Traveller: Selections from the Book of Travels of Evliya Celebi, trans (2011) Robert Dankoff and Sooyong Kim (London: Eland Publishing Limited, 278, p. 280; Babinger, F., (1978) Mehmed the Conqueror and His Time, , W. C. Hickman, trans. Ralph Manheim (Princeton: Princeton University Press; Bastea, E., (2000) The Creation of Modern Athens: Planning the Myth, p. 101. , Cambridge: Cambridge University Press; Travlos, J., Athens after the Liberation: Planning the New City and Exploring the Old (1981) Hesperia, 50 (4), p. 395; Setton, K.M., (1975) Athens in the Middle Ages, , London: Variorum Reprints; Nicol, D.M., (1992) The Immortal Emperor: The Life and Legend of Constantine Palaiologos, Last Emperor of The Romans, , Cambridge, New York, and Melbourne: Cambridge University Press; Kiel, M., Athens’, in Encyclopaedia of Islam 3, , http://www.brillonline.nl/entries/encyclopaedia-of-islam-3/athens-COM_26358, BrillOnline, accessed September 4, 2013; Hurwitt, J.M., (1999) The Athenian Acropolis: History, Mythology, and Archaeology from the Neolithic Era to the Present, p. 298. , Cambridge: Cambridge University Press; Kardamitsi-Adami, M., Biris, M., (2004) Neoclassical Architecture in Greece, p. 74. , Athens: Melissa Publishing House; Karidis, D.N., Town Development in the Balkans, 15th–19th Cent. The Case of Athens (1982) Etudes Balkaniques, 2, p. 50; Pouli, R., (2008) Athens, Ottoman Architecture in Greece, p. 68. , Ersi Brouskari, trans. Elizabeth Key Fowden (Athens: Hellenic Ministry of Culture, Directorate of Byzantine and Post-Byzantine Antiquities; Karidis, D.N., Athens from 1456 to 1920: The Town under Ottoman Rule and The 19Th-Century Capital City, pp. 51-53. , (Oxford: Archaeopress, 2014); Karidis, ‘Town Development; Saraga, N., Les Monuments Ottomans d’Athenes Au Fil Du Temps’, , http://www.mom.fr/sites/mom.fr/files/img/Ressources_numeriques_et_outils/Documents_numerises/Colloques_texte_integral/Patrimoines_culturels_en_Mediterranee_orientale/3eme_atelier/Saraga_edite.pdf, Patrimoine culturels en Mediterranee: recherche scientifiques et enjeux identitaires. 3e atelier 26 Novembre 2009 Les heritiers de l’Empire ottoman et l’heritage refuse, eds, Jean-Claude David and Sylvie Muller-Celka (Lyon: Recontres scientifiques en ligne de la Maison de l’Orient et de la Mediterranee), accessed September 4, 2013; Llewellyn-Smith, M., (2004), p. 114. , Athens (Oxford: Signal Books; McNeal, R.A., Archaeology and the Destruction of the Later Athenian Acropolis (1991) Antiquity, 65, p. 56; Marindin, G.E., (1914) Descriptive of Journeys in Europe and Asia Minor in the Years 1794–1796, p. 179. , The Letters of John B. S. Morritt of Rokeby, London: John Murray; Chandler, R., (1776) Travels in Greece: Or an Account of a Tour Made at the Expense of the Society of Dilettanti, p. 35. , Oxford: Clarendon Press; John Cam Hobhouse, A., (1817) Journey through Albania, and Other Provinces of Turkey in Europe and Asia, to Constantinople during the Years 1809 and 1810, 1, p. 331. , Philadelphia: Carey and Son; Hamilakis, Y., Indigenous Archaeologies in Ottoman Greece (2011) Scramble for the Past: Archaeology in Ottoman Lands, 1740–1914, , Z. Bahrani, Z. Celik, and E. Eldem (Istanbul: SALT; Hamilakis, Y., Ifantidis, F., Photo Essay: The Other Acropolises: Multi-Temporality and the Persistence of the Past (2013) The Oxford Handbook of the Archaeology of the Contemporary World, p. 761. , P. Graves-Brown, R. Harrison, and A. Piccini (Oxford: Oxford University Press; Greenfield, J., (1989) The Return of Cultural Treasures (Cambridge, , New York, and Melbourne: Cambridge University Press; Skouzes, P., (1948) Chroniko Te-S Sklavo-Mene-S Athe-Nas Sta Chronia Te-S Tyranias Tou Chatzale-, , Athens: Ekdose- A. Kololou; Fowden, E.K., (2016) The Parthenon Mosque and Greek Philosophers: An Islamic Landscape with Figures, , (paper presented at the Faculty of Classics, University of Cambridge, March 8; Babinger, F., Atēna’, in Encyclopaedia of Islam, , http://www.brillonline.nl/entries/encyclopaedia-of-islam-2/atina-SIM_0849, accessed September 4, 2013; Hasluck, F.W., (1929) Christianity and Islam under the Sultan, Vols. 1 and 2, p. 15. , M. Hasluck (Oxford: Clarendon Press; Arafat, K.W., Ottoman Athens Arts & the Islamic World 4.4 (1987–88, 25, p. 290. , Celebi, Ottoman Traveller; Saradi, H., The Use of Ancient Spolia in Byzantine Monuments: The Archaeological and Literary Evidence (1997) International Journal of the Classical Tradition, 3 (4), pp. 395-423; Coates-Stephens, R., (2002) Epigraphy as Spolia: The Reuse of Inscriptions in Early Medieval Building, 70, pp. 275-296. , Papers of the British School at Rome; Bintliff, J., (2012) The Complete Archaeology of Greece: From Hunter Gatherers to the 20Th Century A.D, , Chichester: Wiley-Blackwell; Frantz, A., (1961) The Middle Ages in the Athenian Agora, , Princeton: American School of Classical Studies at Athens; Frantz, A., (1965) From Paganism to Christianity in the Temples of Athens’, in Dumbarton Oaks Papers, 19, pp. 187-205. , Dumbarton Oaks: Trustees for Harvard University; Kaldellis, A., (2009) The Christian Parthenon: Classicism and Pilgrimage in Byzantine Athens, , Cambridge: Cambridge University Press; Roy, J.-D.L., (2004) The Ruins of the Most Beautiful Monuments of Greece, Trans. David Britt, p. 258. , Los Angeles: Getty Publications; Michaud, J.-F., Poujoulat, J.-J.-F., (1833) Correspondance d’Orient 1830–1831, 1, p. 161. , Paris: Ducollet; Laurent, P.E., (1821) Recollections of a Classical Tour through Various Parts of Greece, Turkey, and Italy, Made in the Years 1818 & 1819, p. 96. , London: Whittaker; Frankland, C.C., (1829) Travels to and from Constantinople in the Years 1827 and 1828, p. 302. , London: Henry Colbrun; Turner, W., (1820) Journal of a Tour in the Levant, 1, p. 379. , London: John Murray; Trant, T.A., (1830) Narrative of a Journey through Greece in 1830, p. 265. , London: Colburn and Bentley; Bingley, W., Travels in South Europe, p. 237. , London: Harvey and Darton, 1821; Livianos, D., The Quest for Hellenism: Religion, Nationalism and Collective Identities in Greece (1453–1913), for the problematic use of the appellations ‘Turk’ and ‘Ottoman’. Dimitris Livianos, ‘The Quest for Hellenism: Religion, Nationalism and Collective Identities in Greece (1453–1913)’ (2006) The Historical Review/La Revue Historique III; Pouli, R., Tzisdarakis (Or Kato Sintrivaniou) Mosque (2008) Ottoman Architecture in Greece, pp. 74-76. , Ersi Brouskari, trans. Elizabeth Key Fowden (Athens: Hellenic Ministry of Culture, Directorate of Byzantine and Post-Byzantine Antiquities; Douglas, F.S.N., (1813) An Essay on Certain Points of Resemblance between the Ancient and Modern Greeks, pp. 85-86. , London: John Murray; Hamilakis, Y., Stories from Exile: Fragments from the Cultural Biography of the Parthenon (or “Elgin) Marbles’ (1999) World Archaeology, 31 (2), p. 307; Saradi-Mendelovici, H., (1990) Christian Attitudes Toward Pagan Monuments in Late Antiquity and Their Legacy in Later Byzantine Centuries’, 44, pp. 47-61. , Dumbarton Oaks Papers; Meimarakis, M., (2016) Ftiakhnoun Tzami Stin Akropoli!, , http://gianniotis.blogspot.co.uk/2010/05/blog-post_8552.html, comment on, Gianniotis, May 28, 2010, accessed April 27; Pouli, R., Fethiye (Or Staropazarou) Mosque (2008) Ottoman Architecture in Greece, p. 70. , Ersi Brouskari, trans. Elizabeth Key Fowden (Athens: Hellenic Ministry of Culture, Directorate of Byzantine and Post-Byzantine Antiquities; Kiel, M., The Quatrefoil Plan in Ottoman Architecture Reconsidered in the Light of the “Fethiye Mosque of Athens’ (2002) Muqarnas, 19, pp. 109-122; Antoniou, D., The Mosque that Was Not There: Ethnographic Elaborations on Orthodox Conceptions of Sacrifice (2010) Orthodox Christianity in 21St Century Greece, , V. Roudometof and V. Makrides (Farnham, Surrey, and Burlington: Ashgate; Flood, F.B., Between Cult and Culture: Bamiyan, Islamic Iconoclasm, and the Museum (2002) The Art Bulletin, 84 (4), pp. 641-659; Smith, C., Burke, H., Leiuen, C.D., Jackson, G., The Islamic States Symbolic War: Da’esh’s Socially Mediated Terrorism as a Threat to Cultural Heritage’ (2016) Journal of Social Archaeology, 16 (2), pp. 164-188; Said, E., (1978) Orientalism, , London: Routledge; Celik, Z., (1992) Displaying the Orient: Architecture of Islam at Nineteenth-Century World’s Fairs, , (Berkeley, Los Angeles, and Oxford: University of California Press; Macdonald, S., Migrating Heritage, Networks and Networking: Europe and Islamic Heritage (2014) Migrating Heritage: Experiences of Cultural Networks and Cultural Dialogue in Europe, , P. Innocenti (Farnham and Burlington: Ashgate; Fleming, K.E., Greece in Chains: Philhellenism to the Rescue of a Damsel in Distress (2002) Women and the Colonial Gaze, , Tamara L. Hunt and Micheline R. Lessard (Basingstoke and New York: Palgrave Macmillan; Mitsi, E., Muse, A., Some Thoughts on the Trails and Travails of Hellenism and Orientalism: An Interview with Gonda Van Steen’, , http://synthesis.enl.uoa.gr/hellenismunbound-5-2013/interview-5-efterpi-mitsi-and-amy-muse.html, Synthesis (Special Issue: ‘Hellenism Unbound’, eds Efterpi Mitsi and Amy Muse) 5 (2013), accessed October 4, 2017; Steen, G.V., (2010) Liberating Hellenism from the Ottoman Empire: Comte De Marcellus and the Last of the Classics, , New York: Palgrave Macmillan; Kaplan, L.G., Writing Down the Country: Travelers and the Emergence of the Archaeological Gaze’ (2010) Archaeology in Situ, pp. 75-108. , Sites, Archaeology, and Communities in Greece, eds Anna Stroulia and Susan Buck Sutton (Plymouth: Lexington Books; Ma, J., City as Memory (2009) Oxford Handbook of Hellenic Culture, p. 254. , George Boys-Stones, Barbara Graziosi, and Phiroze Vasunia (Oxford: Oxford University Press; Smith, L., (2006) The Uses of Heritage, , London and New York: Routledge; Smith, L., Akagawa, N., Introduction (2009) Laurajane Smith and Natsuko Akagawa, pp. 1-10. , Intangible Heritage, ed., Abingdon and New York: Routledge; Brusius, M., The Middle East Heritage Debate is Becoming Worryingly Colonial, , https://theconversation.com/the-middle-eastheritage-debate-is-becoming-worryingly-colonial-57679., The Conversation, April 25, 2016, accessed October 4, 2017","Cohen, E.; University of MelbourneAustralia; email: e.cohen@subsidingsun.uk",,,"Intellect Ltd.",,,,,20455895,,,,"English","Int. J. Islam. Archit.",Article,"Final","",Scopus,2-s2.0-85039922904
"Croce N., Croce P., Pelusi M., Taccola R.","57208394391;7007129183;57208388198;57208408973;","Rehabilitation and seismic upgrading of the masonry arch bridge over the Magra river in Villafranca",2018,"Procedia Structural Integrity","11",,,"371","378",,3,"10.1016/j.prostr.2018.11.048","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064650652&doi=10.1016%2fj.prostr.2018.11.048&partnerID=40&md5=8068814857f4ee0e6e0eb59fbc18a27e","Studio Croce Engineering, via Carducci, 47, Ghezzano, PI, 56010, Italy; Department of Civil and Industrial Engineering, University of Pisa, Largo Lucio Lazzarino 1, Pisa, 56123, Italy","Croce, N., Studio Croce Engineering, via Carducci, 47, Ghezzano, PI, 56010, Italy; Croce, P., Department of Civil and Industrial Engineering, University of Pisa, Largo Lucio Lazzarino 1, Pisa, 56123, Italy; Pelusi, M., Studio Croce Engineering, via Carducci, 47, Ghezzano, PI, 56010, Italy; Taccola, R., Studio Croce Engineering, via Carducci, 47, Ghezzano, PI, 56010, Italy","The paper deals with the rehabilitation of an historical masonry bridge crossing the Magra river and connecting the small towns of Mulazzo and Villafranca in the northern part of Tuscany (I). The masonry arch bridge, characterized by eight arches spanning 19 m around each and by around 12 m height intermediate masonry piers on shallow foundations, was built in 1874. Since the original carriageway width was not sufficient to allow two lanes, in 1961 it was widened by means of two lateral prestressed concrete beams, supported by the piers, so hiding the arches and modifying severely the original aspect of the bridge itself. In 2011, during the Magra flooding, two arches on the Mulazzo side collapsed due to scour of the extreme pier. The reconstruction of the collapsed arches and rehabilitation and the strengthening of the bridge, which has been completed last year, is discussed and the execution of the interventions, which has performed without erection of temporary support in the riverbed, is also illustrated. Particular attention is devoted to the original solutions which have been adopted for the full seismic upgrading of the bridge according to the Italian Building Code currently in force, recovering the original architectural aspect of the bridge and widening the carriageway as well. © 2018 Elsevier B.A. All righs resrrved.","Historical bridge; Masonry arch bridge; Seismic upgrading; Strenghtening",,,,,,,,,,,,,,,,,"Croce, P., Holicky, M., (2013) Operational Methods for the Assessment and Management of Existing Structures, , TEP Pisa; Croce, P., Holicky, M., (2015) Operational Methods for the Assessment of Aging Infrastructures, , CTU Prague; (2003) Actions on Structures, , EN1991-2. Eurocode 1 Traffic loads on bridges. CEN, Brussels; (2004) Design of Structures for Earthquake Resistance, , EN1998-1. Eurocode 8 General rules, seismic actions and rules for buildings. CEN, Brussels; (2005) Design of Structures for Earthquake Resistance, , EN1998-2. Eurocode 8 Bridges. CEN, Brussels; (2001) Basis for Design of Structures -Assessment of Existing Structures, , ISO Geneva; (2011) Guidelines for Seismic Assessment and Seismic Risk Reduction of the Historical and Cultural Heritage According to NTC 2008, , Italian Ministry of Historical and Cultural Heritage; (2008) NTC 2008 Italian Building Code, , Italian Ministry of Infrastructure and Transport D.M. 14/01/2008 (in Italian)","Croce, P.; Department of Civil and Industrial Engineering, Largo Lucio Lazzarino 1, Italy; email: p.croce@ing.unipi.it","Bartoli G.Pintucchi B.Fagone M.Betti M.",,"Elsevier B.V.","14th International Conference on Building Pathology and Constructions Repair, CINPAR 2018","20 June 2018 through 22 June 2018",,145521,24523216,,,,"English","Proc. Struc. Inte.",Conference Paper,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85064650652
"Kilar V., Petrovčič S.","6506465259;35273098200;","Seismic rehabilitation of masonry heritage structures with base-isolation and with selected contemporary strengthening measures",2017,"International Journal of Safety and Security Engineering","7","4",,"475","485",,3,"10.2495/SAFE-V7-N4-475-485","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033793845&doi=10.2495%2fSAFE-V7-N4-475-485&partnerID=40&md5=5b644c8a6d84a96553715239aee26535","University of Ljubljana, Faculty of Architecture, Slovenia","Kilar, V., University of Ljubljana, Faculty of Architecture, Slovenia; Petrovčič, S., University of Ljubljana, Faculty of Architecture, Slovenia","In the seismically active zones of southern and central Europe, unreinforced masonry (URM) structures are one of the most common types of buildings. Some of them possess a high historical value and could therefore be classified as part of the architectural heritage, requiring special attention with regard to their preservation and retrofitting measures. In practice, however, the accurate prediction of the seismic response of such structures often proves to be difficult, not only due to the complex geometrical features of their individual architectural parts, but also due to the composite and non-homogeneous nature of URM. Due to the great variety of structural configurations and materials used, rational approaches for the assessment of the seismic safety levels of such buildings are needed. The paper analyses the applicability of two contemporary seismic strengthening measures, namely the use of fibre-reinforced polymer composites and the implementation of base-isolation to achieve the desired, code-based seismic protection levels. A three-storey masonry building was considered in the study. Non-linear static analyses for different levels of seismic intensities were conducted on a mathematical model of the fixed-base, FRP-strengthened and base-isolated variants of the structure. © 2017 WIT Press.","Base isolation; Fibre-reinforced polymers; Historic masonry structures; Seismic rehabilitation","Bridge decks; Fiber reinforced plastics; Masonry materials; Polymers; Reinforced plastics; Reinforcement; Seismic response; Static analysis; Base isolation; Fibre reinforced polymers; Fibre-reinforced polymer composites; Historic masonry; Non-linear static analysis; Seismic rehabilitation; Seismically active zones; Structural configurations; Seismology; composite; cultural heritage; earthquake engineering; geometry; geosynthetics; heritage conservation; masonry; polymer; reinforcement; safety; seismic isolation; seismic response; seismic retrofit; seismic zone; strength; structural response; Europe",,,,,"Javna Agencija za Raziskovalno Dejavnost RS, ARRS: P5-0068","ACKNOWLEDGEMENTS The results presented in this article are based on work that was supported by the Slovenian Research Agency (grant number P5-0068). The authors greatly acknowledge the financial support for this research.",,,,,,,,,,"Prota, A., Manfredi, G., Nardone, F., Assessment of design formulas for in-plane FRP strengthening of masonry walls (2008) Journal of Composites for Construction, 12 (6), pp. 643-649. , https://doi.org/10.1061/(asce)1090-0268(2008)12:6(643); Kelly, J.M., Robinson, B.W.H., Skinner, R.I., (2007) Seismic Isolation for Designers and Structural Engineers, , Robinson Seismic Limited, New Zealand; Petrovčič, S., Kilar, V., Seismic failure mode interaction for the equivalent frame modeling of unreinforced masonry structures (2013) Engineering Structures, 30 (54), pp. 9-22. , https://doi.org/10.1016/j.engstruct.2013.03.050; Petrovčič, S., Kilar, V., Seismic retrofitting of historic masonry structures with the use of base isolation-modeling and analysis aspects (2016) International Journal of Architectural Heritage, 11 (2), pp. 229-246. , https://doi.org/10.1080/15583058.2016.1190881; Parisi, F., Augenti, N., Seismic capacity of irregular unreinforced masonry walls with openings (2013) Earthquake Engineering & Structural Dynamics, 42 (1), pp. 101-121. , https://doi.org/10.1002/eqe.2195; Kappos, A.J., Papanikolaou, V.K., Nonlinear dynamic analysis of masonry buildings and definition of seismic damage states (2016) The Open Construction and Building Technology Journal, 10 (1), pp. 192-209. , https://doi.org/10.2174/1874836801610010192; Magenes, G., Calvi, G.M., In-plane seismic response of brick masonry walls (1997) Earthquake Engineering & Structural Dynamics, 26 (11), pp. 1091-1112. , https://doi.org/10.1002/(sici)1096-9845(199711)26:111091::aid-eqe6933.3.co;2-y; (2016) SAP2000 Ultimate (v18.2.0) - Structural Analysis Program, , CSI - Computers and Structures Berkeley, USA; (2016) Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures, , CNR, Rome; Marcari, G., Manfredi, G., Prota, A., Pecce, M., In-plane shear performance of masonry panels strengthened with FRP (2007) Composites Part B: Engineering, 38 (7), pp. 887-901. , https://doi.org/10.1016/j.compositesb.2006.11.004; (2005) Eurocode 8: Design of Structures for Earthquake Resistance - Part 3: General Rules, Seismic Actions and Rules for Buildings, Design Code en 1998-3, , CEN, Brussels; Fajfar, P., A nonlinear analysis method for performance-based seismic design (2000) Earthquake Spectra, 16 (3), pp. 573-592. , https://doi.org/10.1193/1.1586128; Dolšek, M., Fajfar, P., Simplified non-linear seismic analysis of infilled reinforced concrete frames (2005) Earthquake Engineering & Structural Dynamics, 34, pp. 49-66. , https://doi.org/10.1002/eqe.411",,,,"WITPress",,,,,20419031,,,,"English","Int. J. Safety Secur. Eng.",Article,"Final","All Open Access, Bronze",Scopus,2-s2.0-85033793845
"Rojas-Sola J.I., De La Morena-De La Fuente E.","55898622400;56473649600;","Agustin de Betancourt’s plunger lock: Approach to its geometric modeling with autodesk inventor professional",2017,"Lecture Notes in Mechanical Engineering","0",,,"757","765",,3,"10.1007/978-3-319-45781-9_76","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019638249&doi=10.1007%2f978-3-319-45781-9_76&partnerID=40&md5=de47958e836863888e6c67d423aad323","University of Jaén, Department of Engineering Graphics, Design an Projects, Campus de las Lagunillas, Jaén, 23071, Spain; University of Córdoba, Campus de Rabanales, Córdoba, 14071, Spain","Rojas-Sola, J.I., University of Jaén, Department of Engineering Graphics, Design an Projects, Campus de las Lagunillas, Jaén, 23071, Spain; De La Morena-De La Fuente, E., University of Córdoba, Campus de Rabanales, Córdoba, 14071, Spain","A geometric modeling of Agustin de Betancourt’s plunger lock with the parametric Autodesk Inventor Professional 2016 software has been obtained, which has made it possible to get a simulation of movement, as well as perspectives and exploded views. The process of geometric modeling has followed several steps: First, the only available mapping has been only a couple of unscaled sheets found in several documents. These are accompanied by a report on which parts of the plunger are detailed, the dimensions of some parts and the purpose of the joint, allowing a first approach to the reconstruction of the plunger lock as conceived by Betancourt. Also, some dimensional hypothesis that the engineer does not specify while considering the design has been done, such as transmitting motion to the shaft which gives the counterweight raising and lowering the diver and the dimensions of shafts and gears (with the gearing for transmitting the motion of the crank shaft of the counterweight). The main contribution is that for the first time the sub-system of the counterweight (gears, pulleys, girder bridge, chains, mobile counterweight and tilting counterweights) has been dimensioned to always achieve the equilibrium position between the movable counterweight and the plunger, independent of the part which is outside the water. This unprecedented research values one of Betancourt´s main contributions to civil engineering which provided a real solution to the problems of navigation canals of the French rivers in the early nineteenth century and was highly valued by the French Academy of Sciences. © Springer International Publishing AG 2017.","Agustin de Betancourt; Autodesk Inventor Professional; Cultural heritage; Geometric modeling; Plunger lock; Virtual reconstruction","Computer software; Geometry; Professional aspects; Agustin de betancourt; Autodesk Inventor; Autodesk inventor professional; Cultural heritages; Exploded views; Geometric models; Perspective views; Plunger lock; Simulation of movements; Virtual reconstruction; Locks (fasteners)",,,,,,,,,,,,,,,,"Muñoz Bravo, J., (2008) Biografía cronológica De Don Agustín De Betancourt Y Molina En El 250 Aniversario De Su Nacimiento, , Acciona Infraestructuras, Murcia); Bogoliúbov, A.N., (1973) Agustín De Betancourt: Un héroe español Del Progreso, , Seminarios y Ediciones, Madrid); Martín Medina, A., (2006) Agustín De Betancourt Y Molina, , Dykinson, Madrid); Padrón Acosta, S., (1958) El Ingeniero Agustín De Béthencourt Y Molina, , Instituto de Estudios Canarios, La Laguna de Tenerife); Cioranescu, A., (1965) Agustín De Betancourt: Su Obra técnica Y científica, , Instituto de Estudios Canarios, La Laguna de Tenerife); (2016) Proyecto Digital Betancourt, , http://fundacionorotava.es/betancourt; Betancourt, A., (1808) Mémoire Sur Un Nouveau système De Navigation intérieure, , http://fundacionorotava.es/pynakes/lise/betan_memoi_fr_01_1807, Institut National de France, Paris; Fulton, R.A., (1796) Treatise on the Improvement of Canal Navigation; Exhibiting the Numerous Advantages to Be Derived from Small Canals, , Boats of two to five feet wide, containing from two to five tons burthen, Taylor, London); Huddleston, L.J., (1801) The Repertory of Arts and Manufactures: Consisting of Original Communications, Specifications of Patent Inventions, and Selections of Useful Practical Papers, 15, pp. 81-89. , London; Shih, R.A., (2016) Parametric Modeling with Autodesk Inventor, p. 2015. , SDC Publications, Mission (Kansas, USA))","Rojas-Sola, J.I.; University of Jaén, Campus de las Lagunillas, Spain; email: jirojas@ujaen.es",,,"Springer Heidelberg",,,,,21954356,,,,"English","Lect. Notes Mech. Eng.",Article,"Final","",Scopus,2-s2.0-85019638249
"Méndez-Hernán V., Plasencia-Lozano P.","57193954220;56372162000;","A methodology for the analysis of historical bridges, applied to the Jaraicejo Bridge. History and evolution of construction phases",2017,"Informes de la Construccion","69","545","e183","","",,3,"10.3989/ic.15.121","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017659789&doi=10.3989%2fic.15.121&partnerID=40&md5=6ba2e9de45259795ccb517516a6b0daa","Department of Art History and Geography, University of Extremadura, Cáceres, Spain; ARPACUR Research Group, University of Extremadura, Cáceres, Spain","Méndez-Hernán, V., Department of Art History and Geography, University of Extremadura, Cáceres, Spain; Plasencia-Lozano, P., ARPACUR Research Group, University of Extremadura, Cáceres, Spain","This paper proposes a method for the analyses of historical bridges. This method is developed on the study of the Jaraicejo Bridge, located on the Almonte River in the province of Cáceres, Spain. The most important studies of the bridge to this date have been supported mainly by the historical documents; in this text, however, a full analysis of the structure is performed, developing a new approach that brings together fieldwork, archival work and office work, with the analysis stemming from contrasting data for interpretation, and leading to new conclusions on the construction phases, especially the final stage. The research method could fall within the methods known as archaeology of architecture. © 2017 CSIC.","18th century; Archaeology of architecture; Engineering; Extremadura; Heritage",,,,,,,,,,,,,,,,,"Cerrillo Martín de Cáceres, E., Un Ensayo de Arqueología Urbana. Las Fachadas de la Calle Barrionuevo de Cáceres (1850-1920) (1999) Cáceres: Cámara Oficial de Comercio e Industria de Cáceres; Orbán, Z., Gutermann, M., Assessment of Masonry Arch Railway Bridges Using Non-Destructive in-Situ Testing Methods (2009) Engineering Structures, 31, pp. 2287-2298. , http://dx.doi.org/10.1016/j.engstruct.2009.04.008; Solla, M., Ancient Stone Bridge Surveying by Ground-Penetrating Radar and Numerical Modeling Methods (2014) Journal of Bridge Engineering, 1, pp. 110-119. , http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000497; Morer, P., de Arteaga, I., Ortueta, A., A Low-Cost Photogrammetric Methodology to Obtain Geometrical Data of Masonry Arch Bridges (2013) Journal of Architectural Conservation, 19, pp. 246-264. , http://dx.doi.org/10.1080/13556207.2013.869974; Chandra Kishen, J.M., Ramaswamy, A., Manohar, C.S., Safety Assessment of a Masonry Arch Bridge: Field Testing and Simulations (2013) Journal of Bridge Engineering, 18, pp. 162-171. , http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000338; Helmerich, R., Multi-Tool Inspection and Numerical Analysis of an Old Masonry Arch Bridge (2012) Structure and Infrastructure Engineering, 8, pp. 27-39. , http://dx.doi.org/10.1080/15732471003645666; Brencich, A., Morbiducci, R., Masonry Arches: Historical Rules and Modern Mechanics (2007) International Journal of Architectural Heritage, 1, pp. 165-189. , http://dx.doi.org/10.1080/15583050701312926; Plasencia-Lozano, P., Obras de Rehabilitaçao y Reforço Estrutural en el año 2007 del Puente Romano de Segura (2009) In La restauración en el siglo xxi. Actas del IV Congreso del GEIIC, pp. 355-361. , Cáceres: árgoma; Fernández Troyano, L., El patrimonio histórico de las obras públicas y su conservación: los puentes (1985) Informes de la Construcción, 375, pp. 1-55; Aguiló, M., (2010) Forma y tipo en el arte de construir puentes, p. 193. , Madrid: Abada; González Cuesta, F., Los Obispos de Plasencia (2002) Aproximación al Episcopologio Placentino, 1, pp. 13-14. , Plasencia: Ayuntamiento de Plasencia; Rodríguez Campomanes, P., Viaje a Extremadura, , Madrid: Biblioteca Nacional, Ms. 17728, 1778, f. 17728; Llaguno, Amirola, E., (1829) Noticias de los arquitectos y arquitectura de España sesde su Restauración, Facsímil, , Madrid: Imprenta Real; González Cuesta, F., El Chantre José Benavides Checa (1999) In Prelados placentinos. Notas para sus biografías y para la Historia documental de la Santa Iglesia Catedral y Ciudad de Plasencia, pp. 9-27. , Plasencia: Ayuntamiento de Plasencia; Simancas General Archive (Henceforth, AGS, Spanish Acronym), Dirección General de Rentas (Department of Revenue) Sección Hacienda (Customs Section), , Book 143, fol. 78, back, April 9, 1753; López, T., (1991) Estremadura por López, año de 1798, , Estudio y recopilación a cargo de Gonzalo Barrientos Alfageme. Mérida: Asamblea de Extremadura; Madoz, P., (1955) Diccionario histórico-geográfico de Extremadura, p. 198. , Cáceres: Departamento de Seminarios de la Jefatura Provincial del Movimiento; González Cuesta, F., (2002) Los Obispos de Plasencia, 1, pp. 114-115 and 243. , Aproximación al Episcopologio Placentino; Benavides Checa, J., Prelados placentinos. Notas para sus biografías y para la historia documental de la Santa Iglesia Catedral y Ciudad de Plasencia (1907) Plasencia, p. 207; Llaguno, Amirola, E., (1829) Noticias de los arquitectos y arquitectura de España desde su Restauración, pp. 109-371. , Facsímil. Madrid: Imprenta Real; Gómez Canedo, L., Un español al servicio de la Santa Sede: Don Juan de Carvajal, Cardenal de Santangelo legado en Alemania y Hungría (1399-1469) (1942) Madrid: CSIC, p. 92; Registro del Sello de Corte (Registry of the Seal of the Court), , bundles 149403, 83 and 149304, 56; Rodríguez Campomanes, P. Viaje a Extremadura Madrid: Biblioteca Nacional, Ms. 1778, f. 100; Vela Santamaría, F.J., Las obras públicas en la Castilla del siglo xvii: un gravamen oneroso y desconocido, Studia Historica (2010) Historia Contemporánea, 32, pp. 125-177; Dirección General de Rentas (Department of Revenue) Sección Hacienda (Customs Section), , Book 143, fol. 78, back, April 9, 1753; Barrientos Alfageme, G., Rodríguez Cancho, M., Interrogatorio de la Real Audiencia, Extremadura a finales de los tiempos modernos. Partido Judicial de Trujillo. T.o II (1996) Mérida: Asamblea de Extremadura, p. 176; Teixeira, P., Descripcion del Reyno de Portugal y de los Reynos de Castilla que parten con su frontera' (1662), http://gallica.bnf.fr/ark:/12148/btv1b530571675; Méndez Hernán, V., Los caminos y el arte en el entorno del Tajo. Desde la Edad Moderna hasta la llegada del ferrocarril (2012) Paisajes modelados por el agua. Entre el arte y la ingeniería, pp. 129-136. , In Lozano Bartolozzi, M. M., Méndez Hernán, V. (Eds.) Editora Regional de Extremadura; Casanova, G., Baretti, G., (2003) Dos ilustrados italianos en la España del xviii, p. 276. , Madrid: Cátedra; Rodríguez Campomanes, P., (1778) Viaje a Extremadura, pp. 198-199. , Madrid: Biblioteca Nacional; Marín Calvarro, J.A., (2002) Extremadura en los relatos de viajeros de habla inglesa (1760-1910), Colección Filología, ""Rodríguez Moñino"", , Badajoz; Madoz, P., (1955) Diccionario histórico-geográfico de Extremadura, p. 198. , Cáceres: Departamento de Seminarios de la Jefatura Provincial del Movimiento; Hernández Fernández, S., Hernández Alonso, S., (2008) Puentes de Extremadura, p. 65. , Barcelona: Lunwerg; Lozano Bartolozzi, M.M., Méndez Hernán, V., Un regalo para la provincia de Cáceres. El mecenazgo del agua durante la Edad Moderna: Intervenciones en el paisaje modelado por el Tajo (2012) Fiestas y mecenazgo en las relaciones culturales del Mediterráneo en la Edad Moderna, pp. 459-462. , In Camacho Martínez, R., Asenjo Rubio, E., Calderón Roca, B. (Eds.) Málaga: Universidad de Málaga; Méndez Hernán, V., Los caminos y el Arte en el entorno del Tajo. Desde la Edad Moderna hasta la llegada del ferrocarril (2012) Paisajes modelados por el agua. Entre el arte y la ingeniería, pp. 129-136. , In Lozano Bartolozzi, M. M., Méndez Hernán, V. (Eds.). Editora Regional de Extremadura; Alzola, Minondo, P., (1899) Historia de las obras públicas en España, p. 214. , reedición. Madrid: Colegio de Ingenieros de Caminos, Canales y Puertos","Plasencia-Lozano, P.; ARPACUR Research Group, Spain; email: pedroplasencia@gmail.com",,,"CSIC Consejo Superior de Investigaciones Cientificas",,,,,00200883,,,,"English","Inf. Constr.",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85017659789
"Vůjtěch J., Ryjáček P., Vovesný M.","57192204019;56176683000;57193767778;","The numerical analysis of deteriorated steel elements reinforced with CFRP",2017,"Advances and Trends in Engineering Sciences and Technologies II - Proceedings of the 2nd International Conference on Engineering Sciences and Technologies, ESaT 2016",,,,"303","308",,3,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016647884&partnerID=40&md5=da35924866162de06483d66da7c44ada","Faculty of Civil Engineering, Czech Technical University in Prague, Prague, Czech Republic","Vůjtěch, J., Faculty of Civil Engineering, Czech Technical University in Prague, Prague, Czech Republic; Ryjáček, P., Faculty of Civil Engineering, Czech Technical University in Prague, Prague, Czech Republic; Vovesný, M., Faculty of Civil Engineering, Czech Technical University in Prague, Prague, Czech Republic","As the current transport infrastructure grows older, there is a rising need to find an easy and effective way to rehabilitate existing steel bridges and to extent their fatigue life. As corrosion is almost always present on old bridges, the stress increases close to the corrosion pits and can lead to the creation of fatigue cracks. One of the most promising new method of repair is the use of Carbon Fiber Reinforced Polymers (CFRP). The paper describes the results of the numerical analysis of the deteriorated steel elements reinforced with CFRP. Several numerical models in Abaqus software were created with different level of corrosion. The difference in the stress level and distribution in the specimens with and without the CFRP will be analyzed. Even a small decrease can significantly extend the remaining fatigue life. The results will serve as a basis for further experimental research works. © 2017 Taylor & Francis Group, London, UK.",,"ABAQUS; Bridges; Carbon; Carbon fiber reinforced plastics; Corrosion; Fatigue of materials; Fiber reinforced plastics; Numerical analysis; Reinforcement; ABAQUS software; Carbon fiber reinforced polymer; Corrosion pits; Current transport; Experimental research; Fatigue cracks; Remaining fatigue life; Stress increase; Steel bridges",,,,,,,,,,,,,,,,"(2005) Guide for the Designand Construction of Externally Bonded FRP Systems for Strengthening Existing Structures, , FRP systems for strengthening existing structures. Preliminary study. Metallic structures; Colombi, P., Bassetti, A., Nussbaumer, A., Analysis of cracked steel members reinforced by pre-stress composite patch (2003) Fatigue & Fracture of Engineering Materials & Structures, 26, pp. 59-66; Colombi, P., Poggi, C., Strengthening of tensile steel members and bolted joints using adhesively bonded CFRP plates (2006) Construction and Building Materials, 20, pp. 22-33; Macho, M., Ryjaček, P., The impact of the severe corrosion on the structural behavior of steel bridge members (2016) Advances and Trends in Engineering Sciences and Technologies—Proceedings of the International Conference on Engineering Sciences and Technologies (2016) Esat, 2015, pp. 123-128; Pipinato, A., Pellegrino, C., Modena, C., Fatigue Behaviour of Steel Bridge Joints Strengthened with FRP Laminates (2012) Modern Applied Science, 6 (10); Ryjaček, P., Vovesny, M., Application of FRP composites for decks of temporary bridges Proceedings of the 12th International Conference on Steel (2014) Space and Composite Structures, pp. 319-325; Taljsten, B., Hansen, C.S., Schmidt, J.W., Strengthening of old metallic structures in fatigue with prestressed and non-prestressed CFRP laminates (2009) Construction and Building Materials, 23 (4), pp. 1665-1677; Tavakkolizadeh, M., Saadatmanesh, H., Fatigue Strength of Steel Girders Strengthened with Carbon Fiber Reinforced Polymer Patch (2003) Journal of Structural Engineering, pp. 186-196; Tavakkolizadeh, M., Saadatmanesh, H., Galvanic corrosion of carbon and steel in aggressive environments (2001) J. Compos. Constr., 5, pp. 200-210; Xiao-Ling Zhao, X., Zhang, L., State-of-the-art review on FRP strengthened steel structures (2007) Engineering Structures, 29, pp. 1808-1823; Chao, W., Zhao, X., Duan, W., Emdad, M.R., Al-Mahaidi, R., (2012) Fatigue of Center Cracked Steel Plates with UHM CFRP Plate Strengthening, , International Institute for FRP in Construction",,"Al Ali M.Platko P.","","CRC Press/Balkema","2nd International Conference on Engineering Sciences and Technologies, ESaT 2016","29 June 2016 through 1 July 2016",,189459,,9781315393827,,,"English","Adv. Trends Eng. Sci. Tech. Proc. Int. Conf. Eng. Sci. Tech.",Conference Paper,"Final","",Scopus,2-s2.0-85016647884
"Rangra A., Sehgal V.K.","57198510998;7103336192;","Natural disasters management using social internet of things",2022,"Multimedia Tools and Applications","81","24",,"34447","34461",,2,"10.1007/s11042-021-11486-8","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85122269824&doi=10.1007%2fs11042-021-11486-8&partnerID=40&md5=75ded75f788e0206402614dfd98ef298","Jaypee University of Information Technology, Waknaghat, India","Rangra, A., Jaypee University of Information Technology, Waknaghat, India; Sehgal, V.K., Jaypee University of Information Technology, Waknaghat, India","Natural disasters are very unexpected in human life. The best prevention from such natural disasters is an early warning system which gives a good period to take some necessary measures during the occurrence of disasters. Social media is the best medium to broadcast ominous massages and this can be done by integrating the internet of things with Social Networks. This paper proposes pre-identification of communities that may expose to natural disasters and identification of the best node where the broadcasting system can be placed. A smart broadcasting device that includes a Programmable IoT board like Raspberry Pi or Jetson Nano can be placed at a node with high centrality. The proposed work is very useful to prevent human causality by issuing early warnings of natural disasters like rain flooding, the collapse of old buildings, old bridges, earthquakes, land sliding. © 2021, The Author(s), under exclusive licence to Springer Science+Business Media, LLC, part of Springer Nature.","Community identifications; Interface of developer kits; Internet of things; Network centralities; Social networks","Broadcasting; Disaster prevention; Disasters; Social networking (online); Broadcasting systems; Community identification; Disaster management; Early Warning System; Human lives; Interface of developer kit; Natural disasters; Network centralities; Social media; Social network; Internet of things",,,,,,,,,,,,,,,,"Albino, V., Berardi, U., Dangelico, R.M., Smart cities: Definitions, dimensions, performance, and initiatives (2015) J Urban Technol, 22 (1), pp. 3-21; Ali, M., Khan, S.U., Vasilakos, A.V., Security in cloud computing: opportunities and challenges (2015) Inf Sci, 305, pp. 357-383; Atzori, L., Iera, A., Morabito, G., From ""smart objects"" to ""social objects"": The next evolutionary step of the internet of things (2014) IEEE Commun Mag, 52 (1), pp. 97-105; Baham, C., Hirschheim, R., Calderon, A.A., Kisekka, V., An agile methodology for the disaster recovery of information systems under catastrophic scenarios (2017) J Manag Inf Syst, 34 (3), pp. 633-663; Birregah, B., Top, T., Perez, C., Châtelet, E., Matta, N., Lemercier, M., Snoussi, H., Multi-layer crisis mapping: A social media-based approach. In: 2012 IEEE 21st international workshop on enabling technologies: Infrastructure for collaborative enterprises (2012) IEEE, pp. 379-384; Braddock, R.D., Sensitivity analysis of the tsunami warning potential (2003) Reliab Eng Syst Saf, 79 (2), pp. 225-228; Challagidad, P.S., Reshmi, V.S., Birje, M.N., Reputation based trust model in cloud computing (2017) Internet Things Cloud Comput, 5 (5-1), pp. 5-12; Chiregi, M., Navimipour, N.J., Cloud computing and trust evaluation: A systematic literature review of the state-of-the-art mechanisms (2018) J Electric Syst Inform Technol, 5 (3), pp. 608-622; Fan, W.J., Yang, S.L., Perros, H., Pei, J., A multi-dimensional trust-aware cloud service selection mechanism based on evidential reasoning approach (2015) Int J Autom Comput, 12 (2), pp. 208-219; Fisher, D., Hagon, K., Lattimer, C., O’Callaghan, S., Swithern, S., Walmsley, L., (2018) Executive Summary World Disasters Report: Leaving No One Behind. 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IEEE, pp. 1-6; Habib, S.M., Ries, S., Muhlhauser, M., Towards a trust management system for cloud computing (2011) 2011 IEEE 10Th International Conference on Trust, Security and Privacy in Computing and Communications, pp. 933-939. , IEEE; Hanka, W., Saul, J., Weber, B., Becker, J., Harjadi, P., Rudloff, A., Clinton, J., Real-time earthquake monitoring for tsunami warning in the Indian Ocean and beyond (2010) Nat Hazard, , https://doi.org/10.5194/NHESS-10-2611-2010; Haworth, B., Bruce, E., A review of volunteered geographic information for disaster management (2015) Geogr Compass, 9 (5), pp. 237-250; Huang, J., Nicol, D.M., Trust mechanisms for cloud computing (2013) J Cloud Comput, 2 (1), p. 9; Jin, D., Lin, J., Managing tsunamis through early warning systems: a multidisciplinary approach (2011) Ocean Coast Manag, 54 (2), pp. 189-199; Kapucu, N., Interagency communication networks during emergencies: Boundary spanners in multiagency coordination (2006) Am Rev Public Admin, 36 (2), pp. 207-225; Khajehei, K., Trust models in cloud computing: a review (2017) Int J Wirel Microwav Technol, 4, pp. 14-27; Ko, R.K., Jagadpramana, P., Mowbray, M., Pearson, S., Kirchberg, M., Liang, Q., Lee, B.S., TrustCloud: A framework for accountability and trust in cloud computing (2011) 2011 IEEE World Congress on Services. IEEE, pp. 584-588; Lansing, J., Sunyaev, A., Trust in cloud computing: conceptual typology and trust-building antecedents (2016) ACM SIGMIS Database, 47 (2), pp. 58-96; Mijumbi, R., Serrat, J., Gorricho, J.L., Bouten, N., De Turck, F., Boutaba, R., Network function virtualization: state-of-the-art and research challenges (2015) IEEE Commun Surv Tutorials, 18 (1), pp. 236-262; Mohammadi, M., Al-Fuqaha, A., Sorour, S., Guizani, M., Deep learning for IoT big data and streaming analytics: a survey (2018) IEEE Communications Surveys & Tutorials, 20 (4), pp. 2923-2960; Mouradian, C., Jahromi, N.T., Glitho, R.H., NFV and SDN-based distributed IoT gateway for large-scale disaster management (2018) IEEE Internet Things J, 5 (5), pp. 4119-4131; Pandey, P., Litoriya, R., Elderly care through unusual behavior detection: a disaster management approach using IoT and intelligence (2019) IBM J Res Dev, 64 (1-2), pp. 15-21; Poslad, S., Middleton, S.E., Chaves, F., Tao, R., Necmioglu, O., Bügel, U., A semantic IoT early warning system for natural environment crisis management (2015) IEEE Trans Emerg Top Comput, 3 (2), pp. 246-257; Shah, S.A., Seker, D.Z., Rathore, M.M., Hameed, S., Yahia, S.B., Draheim, D., Towards disaster resilient smart cities: can internet of things and big data analytics be the game changers? (2019) IEEE Access, 7, pp. 91885-91903; Shah, S.A., Seker, D.Z., Hameed, S., Draheim, D., The rising role of big data analytics and IoT in disaster management: recent advances, taxonomy and prospects (2019) IEEE Access, 7, pp. 54595-54614; Shaikh, R., Sasikumar, M., Trust model for measuring security strength of cloud computing service (2015) Proc Comput Sci, 45, pp. 380-389; Silva, B.N., Khan, M., Han, K., Towards sustainable smart cities: a review of trends, architectures, components, and open challenges in smart cities (2018) Sustain Cities Soc, 38, pp. 697-713; Sun, D., Chang, G., Sun, L., Wang, X., Surveying and analyzing security, privacy and trust issues in cloud computing environments (2011) Proc Eng, 15, pp. 2852-2856; Takabi, H., Joshi, J.B., Ahn, G.J., Securecloud: Towards a comprehensive security framework for cloud computing environments (2010) In 2010 IEEE 34Th Annual Computer Software and Applications Conference Workshops, pp. 393-398. , . IEEE; Tang, M., Dai, X., Liu, J., Chen, J., Towards a trust evaluation middleware for cloud service selection (2017) Futur Gener Comput Syst, 74, pp. 302-312; Tekeli-Yeşil, S., Public health and natural disasters: disaster preparedness and response in health systems (2006) J Public Health, 14 (5), pp. 317-324; Wiltshire, A., Developing early warning systems: A checklist (2006) In: Proc 3Rd Int Conf Early Warning (EWC), pp. 27-19; Wisner, B., Vulnerability as concept, model, metric, and tool (2016) Nat Hazard Sci; Wisner, B., Gaillard, J.C., Kelman, I., (2012) Handbook of hazards and disaster risk reduction, , (eds), Routledge, London; Xia, W., Zhao, P., Wen, Y., Xie, H., A survey on data center networking (DCN): infrastructure and operations (2016) IEEE Commun Surv Tutorials, 19 (1), pp. 640-656; Zakaria, S.A.S., Azimi, M.A., Majid, T.A., (2014) Exploring the issues of information and communication technology (ICT) application in disaster risk management: a case study of 2014 major flood event in Kelantan","Sehgal, V.K.; Jaypee University of Information TechnologyIndia; email: vivekseh@ieee.org",,,"Springer",,,,,13807501,,MTAPF,,"English","Multimedia Tools Appl",Article,"Final","",Scopus,2-s2.0-85122269824
"Liang Y.-X., Feng Q.-S., Fu M.-Z., Wu B.-T., Lu J.-F., Tang G.-X.","57221272396;8324399900;57456146200;51666127100;57223745983;57456146300;","Prediction and Monitoring of the Construction Vibration Effect on an Adjacent Old Long Span Double-Convex Arch Bridge",2022,"KSCE Journal of Civil Engineering","26","5",,"2183","2201",,2,"10.1007/s12205-022-2170-2","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85124720365&doi=10.1007%2fs12205-022-2170-2&partnerID=40&md5=9b846c864908229f099d93a8c9f5f45f","Engineering Research Center of Railway Environment Vibration and Noise, East China Jiaotong University, Nanchang, 330013, China; School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, 330013, China; Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang, 212013, China; Anhui Transport Consulting & Design Institute Co., Ltd., Hefei, 530021, China","Liang, Y.-X., Engineering Research Center of Railway Environment Vibration and Noise, East China Jiaotong University, Nanchang, 330013, China; Feng, Q.-S., Engineering Research Center of Railway Environment Vibration and Noise, East China Jiaotong University, Nanchang, 330013, China; Fu, M.-Z., School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, 330013, China; Wu, B.-T., School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, 330013, China; Lu, J.-F., Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang, 212013, China; Tang, G.-X., Anhui Transport Consulting & Design Institute Co., Ltd., Hefei, 530021, China","Ground vibrations caused by the construction of impact drilling piles may affect adjacent bridges, so corresponding prediction and monitoring are necessary to ensure the safety of bridges. In this study, the construction near an existing long-span double-convex arch bridge is taken as a case study to investigate different layouts of construction machines emanating harmful ground vibrations to the existing adjacent bridge by numerical simulations and monitoring. The peak acceleration and velocity acquired from numerical simulations, and monitoring were successfully used to implement impact drilling pile construction near the existing bridge. The results show that there are good consistencies between the monitoring and numerical simulation results, and the vibration acceleration of the foundation of abutments and piers are mainly derived from the vibration caused by the construction within a distance of 50 m, while the construction beyond 50 m has little effect on the old bridge. The numbers and locations of machines near the same foundation may have a weakening or strengthening effect on the peak acceleration and velocity due to destructive and constructive interference of waves, which can help to control the effects of the vibrations of the existing adjacent bridge. © 2022, Korean Society of Civil Engineers.","Construction vibration; double-convex arch bridge; Evaluating and monitoring; Existing adjacent long span; Impacting drilling piles; Numerical simulation","Arch bridges; Arches; Infill drilling; Numerical models; Piles; Construction vibrations; Double-convex arch bridge; Evaluating and monitoring; Existing adjacent long span; Ground vibration; Impacting drilling pile; Long span; Peak acceleration; Peak velocities; Vibration effect; Monitoring",,,,,"GJJ190341; National Natural Science Foundation of China, NSFC: 51878277, 52068022","This research was supported by the National Natural Science Foundation of China (No. 51878277, 52068022), and the Youth Science Foundation of Education Department of Jiangxi Province (No. GJJ190341). The authors would kindly like to thank all the collaborators and engineers working in the South River Bridge, whose contribution played a key role in the construction of the impact drilling piles adjacent to the older bridge.",,,,,,,,,,"Ahmed, H., Using dynamic analysis of site vibration to select the suitable vibration limit (2018) HBRC Journal, 14 (2), pp. 180-188; Construction vibrations and their impacts on vibration-sensitive facilities (2000) Construction Congress VI, , February 20–22, Orlando, FL, USA; Amick, H., Gendreau, M., Busch, T., Gordon, C., Evolving criteria for research facilities: I-vibration (2015) Proceedings of SPIE Buildings for Nanoscale Research and Beyond, , San Diego, CA, USA; Attewell, P.B., Selby, A.R., O’Donnell, L., Tables and graphs for the estimation of ground vibration from driven piling operations (1992) Geotechnical & Geological Engineering, 10 (1), pp. 61-85; Chaudhary, M.T.A., FEM modelling of a large piled raft for settlement control in weak rock (2007) Engineering Structures, 29 (11), pp. 2901-2907; 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(2013) China building engineering allowable vibration standards, , GB50868-2013, China Planning Press, Beijing, China: (in Chinese; Güllü, H., Jaf, H., Full 3D nonlinear time history analysis of dynamic soil-structure interaction for a historical masonry arch bridge (2016) Environmental Earth Sciences, 75 (21), pp. 1-17; Hope, V.S., Hiller, D.M., The prediction of groundborne vibration from percussive piling (2000) Canadian Geotechnical Journal, 37 (3), pp. 700-711; Jia, J.M., Artificial blasting vibration response test and analysis based on cottage construction of brick structure (2013) Advanced Materials Research, 718-720, pp. 1895-1901; Lewis, M.R., Davie, J.R., (1993) Vibrations due to Pile Driving. 3Rd Conference of the International Conference on Case Histories in Geotechnical Engineering, May 31-June, p. 6. , St. Louis, MO, USA; Liu, J., Xie, H., Xu, J., Pei, J.L., Discussion on deformation and damping parameters of rock under cyclic loading (2012) Chinese Journal of Rock Mechanics and Engineering, 31 (4), pp. 770-777. , (in Chinese; 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Civ. Eng.",Article,"Final","",Scopus,2-s2.0-85124720365
"Zizi M., Cacace D., Rouhi J., Lourenço P.B., De Matteis G.","57203573937;57214820986;57214825599;7004615647;7006397620;","Automatic Procedures for the Safety Assessment of Stand-alone Masonry Arches",2022,"International Journal of Architectural Heritage","16","9",,"1306","1324",,2,"10.1080/15583058.2021.1881655","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85103161355&doi=10.1080%2f15583058.2021.1881655&partnerID=40&md5=937c6aa8a251e975e30d8178f4f99fdb","Department of Architecture and Industrial Design, University of Campania “Luigi Vanvitelli”, Aversa, Italy; ISISE, Department of Civil Engineering, University of Minho, Guimarães, Portugal","Zizi, M., Department of Architecture and Industrial Design, University of Campania “Luigi Vanvitelli”, Aversa, Italy; Cacace, D., Department of Architecture and Industrial Design, University of Campania “Luigi Vanvitelli”, Aversa, Italy; Rouhi, J., Department of Architecture and Industrial Design, University of Campania “Luigi Vanvitelli”, Aversa, Italy; Lourenço, P.B., ISISE, Department of Civil Engineering, University of Minho, Guimarães, Portugal; De Matteis, G., Department of Architecture and Industrial Design, University of Campania “Luigi Vanvitelli”, Aversa, Italy","In the context of the structural safety evaluation of masonry arches under both gravitational and seismic loads, this study analyses the possibility to apply fast-assessment methodologies, aimed at defining intervention priorities through the proposal of typological abacuses. With this aim, two automatic VBA (Visual Basic for Application) procedures have been implemented and adopted to estimate the capacity of six configurations (from semi-circular to pointed) of stand-alone masonry arches to withstand vertical loads, and to calculate the horizontal load multiplier, related to the in-plane seismic capacity. The developed subroutines are based on the Uniqueness Theorem of Limit Analysis, so that a static and a kinematic approach have been adopted, respectively, for the estimation of the maximum vertical load, compatible with the geometric features, and the evaluation of the horizontal capacity. Subsequently, both procedures have been applied to a wide range of arches by means of a parametric study. The results thus obtained allow the definition of typological abacuses for the preliminary safety assessment of the investigated structural types. © 2021 Taylor & Francis.","Cultural heritage; kinematic analysis; Limit Analysis; masonry arches; thrust line","Masonry bridges; Masonry construction; Masonry materials; Mathematical instruments; Safety engineering; Seismology; Automatic procedures; Geometric feature; Kinematic approaches; Safety assessments; Seismic capacity; Structural safety; Uniqueness theorem; Visual basic for applications; Arches; arch; cultural heritage; kinematics; masonry; safety",,,,,"Code-CUP-B25D18000010006, PON RI 2014-2020; Dipartimento della Protezione Civile, Presidenza del Consiglio dei Ministri, DPC","This study has been developed both within the national project, promoted by the agreement between the Italian consortium ReLUIS and the Department of Civil Protection (DPC), “Seismic Hazard Maps and Damage Scenario (MARS)” and as part of a scholarship funded in the framework of the National Operational Program ESF-ESFR Research and Innovation (PON RI 2014-2020), Action I.1 related to Innovative Industrial Ph.D (Project Code-CUP-B25D18000010006).",,,,,,,,,,"Aita, D., Barsotti, R., Bennati, S., Foce, F., The statics of pointed masonry arches between ‘limit’ and ‘elastic’ analysis (2004) Arch bridges IV. 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In; Palazzi, N.C., Rovero, L., De La Llera, J.C., Sandoval, C., Preliminary assessment on seismic vulnerability of masonry churches in Central Chile (2020) International Journal of Architectural Heritage, 14 (6), pp. 829-848; Pulatsu, B., Bretas, E.M., Lourenço, P.B., Discrete element modeling of masonry structures: Validation and application (2016) Earthquake and Structures, 11 (4), pp. 563-582; Romano, A., Ochsendorf, J.A., The mechanics of gothic masonry arches (2010) International Journal of Architectural Heritage, 4 (1), pp. 59-82; Stockdale, G., Milani, G., Diagram based assessment strategy for first-order analysis of masonry arches (2019) Journal of Building Engineering, 22, pp. 122-129; Stockdale, G., Tiberti, S., Camilletti, D., Sferrazza Papa, G., Basshofi Habieb, A., Bertolesi, E., Milani, G., Casolo, S., Kinematic collapse load calculator: Circular arches (2018) SoftwareX, 7, pp. 175-179; Tempesta, G., Galassi, S., Safety evaluation of masonry arches. A numerical procedure based on the thrust line closest to the geometrical axis (2019) International Journal of Mechanical Sciences, 155, pp. 206-221; Zampieri, P., Simoncello, N., Pellegrino, C., Seismic capacity of masonry arches with irregular abutments and arch thickness (2018) Construction and Building Materials, 201, pp. 786-806; Zampieri, P., Tecchio, G., Da Porto, F., Modena, C., Limit analysis of transverse seismic capacity of multi-span masonry arch bridges (2015) Bulletin of Earthquake Engineering, 13 (5), pp. 1557-1579","De Matteis, G.; Department of Architecture and Industrial Design, San Lorenzo Abbey, Via San Lorenzo 31, CE, Italy; email: gianfranco.dematteis@unicampania.it",,,"Taylor and Francis Ltd.",,,,,15583058,,,,"English","Int. J. Archit. Herit.",Article,"Final","",Scopus,2-s2.0-85103161355
"Liu Y., Tang Y., Jing L., Chen F., Wang P.","57215676098;35197211600;23492470700;23003497800;55584799928;","Remote sensing-based dynamic monitoring of immovable cultural relics, from environmental factors to the protected cultural site: A case study of the shunji bridge",2021,"Sustainability (Switzerland)","13","11","6042","","",,2,"10.3390/su13116042","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85107715752&doi=10.3390%2fsu13116042&partnerID=40&md5=cbfcb04fe6b6c6e54be13acb779e29a6","College of Geodesy and Geomatics, Shandong University of Science and Technology, Qingdao, 266590, China; Key Laboratory of Digital Earth Science, Aerospace Information Research Institute, Chinese Academy of Sciences, Beijing, 100094, China","Liu, Y., College of Geodesy and Geomatics, Shandong University of Science and Technology, Qingdao, 266590, China; Tang, Y., Key Laboratory of Digital Earth Science, Aerospace Information Research Institute, Chinese Academy of Sciences, Beijing, 100094, China; Jing, L., Key Laboratory of Digital Earth Science, Aerospace Information Research Institute, Chinese Academy of Sciences, Beijing, 100094, China; Chen, F., Key Laboratory of Digital Earth Science, Aerospace Information Research Institute, Chinese Academy of Sciences, Beijing, 100094, China; Wang, P., College of Geodesy and Geomatics, Shandong University of Science and Technology, Qingdao, 266590, China","This paper explores the ability of remote sensing techniques to monitor immovable cultural relics on multiple scales. The Shunji Bridge, a destroyed cultural relic, located in the Jinjiang River Basin, Fujian Province, China, was studied in terms of the environmental factors at the mac-roscale and the protected cultural site at the microscale. At the macroscale, moderate spatial resolution images of the Jinjiang River Basin were processed in the Google Earth Engine (GEE) platform to extract environmental factors, such as land cover and vegetation cover. At the microscale, Google Earth time series images were used to extract attribute information to reflect the spatial and temporal changes in the Shunji Bridge before, during and after its destruction. Quantitative assessment of the Shunji Bridge was performed to assess the degree of the impacts that different factors had on the immovable cultural relic. Spatial analysis methods were applied to trace back to the source of the bridge destruction and to track the situation after the bridge was destroyed. The causes of the destruction of the bridge are revealed at both the macro-and microscales. This study provides tech-nical support for the natural disaster risk assessment of immovable cultural relics. The findings of this research can provide suggestions for the protection of immovable cultural relics. © 2021 by the authors. Licensee MDPI, Basel, Switzerland.","Cultural heritage; Dynamic monitoring; Environmental factors; Remote sensing","culture; environmental factor; environmental protection; image analysis; monitoring system; natural disaster; remote sensing; risk assessment; spatial analysis; spatial resolution; China; Fujian; Jinjiang Basin; Varanidae",,,,,"National Natural Science Foundation of China, NSFC: 41972308, 42071312; Chinese Academy of Sciences, CAS: Y951150Z2F; National Key Research and Development Program of China, NKRDPC: 2019YFC1520800","Funding: This research was funded by the National Key R&D Program of China (No. 2019YFC1520800); the Aerospace Information Research Institute, Chinese Academy of Sciences (Y951150Z2F); and the National Natural Science Foundation of China (41972308, 42071312).",,,,,,,,,,"Wang, J., Flood risk maps to cultural heritage: Measures and process (2015) J. Cult. 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"Ademović N.","55539218100;","Structural assessment & strengthening of the first singe-arch RC bridge in Sarajevo, BIH",2021,"Engineering Structures","235",,"112002","","",,2,"10.1016/j.engstruct.2021.112002","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85101382849&doi=10.1016%2fj.engstruct.2021.112002&partnerID=40&md5=f17e83fb2665b220ba8572f980985e03","The University of Sarajevo, Faculty of Civil Engineering, Patriotske Lige 30, Sarajevo, 71000, Bosnia and Herzegovina","Ademović, N., The University of Sarajevo, Faculty of Civil Engineering, Patriotske Lige 30, Sarajevo, 71000, Bosnia and Herzegovina","Careva Ćuprija (Emperor's Bridge), located in the heart of the Old City in Sarajevo, was built in 1897. It was built as the first single-arch reinforced concrete bridge in Sarajevo with a span of 25.36 m. At that time, it was the largest structure of this type in the Austro-Hungarian monarchy. During its long life of 122 years, some rehabilitation work took place; however, the main design for its rehabilitation was done just in 2015. As the bridge is on the list of the national monuments of Bosnia and Herzegovina, ICOMOS Recommendations for the Analysis, Conservation and Structural Restoration of Architectural Heritage were followed. The current condition assessment of the bridge was used to identify the remaining service life of the bridge, the required type and level of treatments, and suitable time for applying repair and retrofitting methods. Visual inspection, nondestructive, and minor destructive tests were done with the goal to determine the mechanical characteristics of the built-in materials and define the state of the structure. The article discusses the used methods and obtained results, which were the basis for numerical model calculation and the creation of the rehabilitation design. © 2021 Elsevier Ltd","Carbonization; National monument; Rehabilitation; Service life; Singe-arch reinforced concrete bridge","Arches; Numerical methods; Reinforced concrete; Structural design; Architectural heritage; Bosnia and herzegovina; Condition assessments; Mechanical characteristics; Rehabilitation design; Rehabilitation works; Structural assessments; Structural restorations; Arch bridges; bridge; concrete structure; cultural heritage; design; heritage conservation; maintenance; monument; reinforced concrete; repair; structural analysis; structural response; Bosnia and Herzegovina; Sarajevo",,,,,,,,,,,,,,,,"Ademović, N., (2012), Ponašanje zidanih konstrukcija u BiH pri djelovanju potresa s gledišta suvremenih teoretskih i eksperimentalnih saznanja. 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"Feliu-Torruella M., Fernández-Santín M., Atenas J.","57204460530;57218418318;56303405500;","Building relationships between museums and schools: Reggio emilia as a bridge to educate children about heritage",2021,"Sustainability (Switzerland)","13","7","3713","","",,2,"10.3390/su13073713","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85103284593&doi=10.3390%2fsu13073713&partnerID=40&md5=0cf80f66a964d5ee843d50a9f21fa8e3","Department of Applied Pedagogies, Faculty of Education, University of Barcelona, Barcelona, 08035, Spain","Feliu-Torruella, M., Department of Applied Pedagogies, Faculty of Education, University of Barcelona, Barcelona, 08035, Spain; Fernández-Santín, M., Department of Applied Pedagogies, Faculty of Education, University of Barcelona, Barcelona, 08035, Spain; Atenas, J., Department of Applied Pedagogies, Faculty of Education, University of Barcelona, Barcelona, 08035, Spain","Schools and museums represent essential spaces for the development of learning and understanding of the world surrounding us through the arts and heritage. One of the things learned in the COVID crisis is that it is key to build bridges between schools and museums to support their educational activities, regardless of the possibility to access these spaces in person. School teachers and museum educators have the opportunity to develop a critical and creative citizenry by collaborating in the design of learning activities that can bring the museums to schools and schools to the museum by adopting the Reggio Emilia approach. The results of the study arise from a triangulation of data, as we contrasted the literature about the Reggio Emilia approach with the practices of museums that use such a philosophy and with the analysis of a series of interviews with experts in early childhood education and Reggio Emilia in order to identify a series of good practices, which we used to delineate recommendations to foster the adoption of this model and establish relationships between schools and museums, enhancing the opportunities to develop critical and creative thinking throughout activities and to understand the heritage and the arts, thus fostering citizenship from an early childhood. © 2021 by the authors.","Cultural heritage; Early childhood; Education; Open education; Open educational resources; Reggio emilia","COVID-19; design; education; learning; philosophy; questionnaire survey; triangulation; Emilia-Romagna; Italy; Reggio Emilia; Emilia",,,,,,,,,,,,,,,,"Malaguzzi, L., (1993) La Educación Infantil en Reggio Emilia, , Ediciones Octaedro: Barcelona, Spain; Rankin, B., Education as collaboration: Learning from and building on Dewey, Vygotsky, and Piaget (1997) First Steps toward Teaching the Reggio Way, pp. 70-83. , Hendrick, J., Ed.; Prentice-Hall: Upper Saddle River, NJ, USA; Sassalos, M., (1999) With Dr. Abigail. 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"de Freitas Bello V.S., Popescu C., Blanksvärd T., Täljsten B., Popescu C.","57338405600;56272949500;20336636900;8703323300;56272949500;","Bridge management systems: Overview and framework for smart management",2021,"IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs",,,,"1014","1022",,2,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85119042894&partnerID=40&md5=75c4a853545c7db896e261b5018e91e0","Luleå University of Technology (LTU), Luleå, Sweden; SINTEF Narvik AS, Narvik, 8517, Norway","de Freitas Bello, V.S., Luleå University of Technology (LTU), Luleå, Sweden; Popescu, C., Luleå University of Technology (LTU), Luleå, Sweden, SINTEF Narvik AS, Narvik, 8517, Norway; Blanksvärd, T., Luleå University of Technology (LTU), Luleå, Sweden; Täljsten, B., Luleå University of Technology (LTU), Luleå, Sweden; Popescu, C., Luleå University of Technology (LTU), Luleå, Sweden, SINTEF Narvik AS, Narvik, 8517, Norway","Throughout the world, many medieval and historic bridges remain in operation. Deterioration and failures have increased in the already aging bridges due to consistent growth in traffic volume and axle loads. Therefore, the importance of Bridge Management Systems (BMS) to ensure safety of operation and maximize maintenance investments has also increased. Recent improvements in technology also contribute to the demand for optimized and more resource-efficient BMS. In this study, a literature review was performed to map current bridge management practices and systems in operation in the world. The outcomes identified Bridge Information Modelling (BrIM) and Digital Twins as novel approaches that enable efficient management of the whole lifecycle of a bridge. From these outcomes, a framework of an ideal BMS is proposed to achieve automated and smart management of bridges. © 2021 IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. All rights reserved.","BMS; Bridge management systems; Bridges; BrIM; Review","Deterioration; Life cycle; Maintenance; Structural design; Axle loads; Bridge information modeling; Bridge management system; Historic bridges; Information Modeling; Maintenance investments; Resource-efficient; Traffic volumes; Volume loads; Bridges",,,,,"Energimyndigheten","This work was carried out within the strategic innovation program InfraSweden2030, a joint venture by Vinnova, Formas and The Swedish Energy Agency, the work is also funded by SBUF (construction industry's organisation for research and development in Sweden) and Skanska Sweden.",,,,,,,,,,"Hurt, M., Schrock, S., Chapter 1 - Introduction (2016) Highway Bridge Maintenance Planning and Scheduling, pp. 1-30; Khan, M. A., (2015) Accelerated Bridge Construction, pp. 53-102. , Boston: Butterworth-Heinemann; Powers, N., Frangopol, D. M., Al-Mahaidi, R., Caprani, C., (2018) Maintenance, safety, risk, management and life-cycle performance of bridges, pp. 219-225. , London: CRC Press; Darbani, B. M., Hammad, A., Critical review of new directions in bridge management systems (2007) Computing in Civil Engineering, pp. 330-337; (2005) Bridge preservation and maintenance in Europe and South Africa, , FHWA; Mirzaei, Z., Adey, B. T., Klatter, L., Thompson, P., (2014) The IABMAS bridge management committee overview of existing bridge management systems; Helmerich, R., Niederleithinger, E., Algernon, D., Streicher, D., Wiggenhauser, H., Bridge inspection and condition assessment in Europe (2008) Transportation Research Record, 2044, pp. 31-38; Thompson, P. D., Small, E. P., Johnson, M., Marshall, A. R., The Pontis Bridge Management System (1998) Structural Engineering International, 8 (4), pp. 303-308; Gholami, M., Sam, A. R. B. M., Yatim, J. M., Assessment of bridge management system in Iran (2013) Procedia Engineering, 54, pp. 573-583; Mendonça, T., Brito, V., Milhazes, F., (2010) Aplicação de Gestão de Obras de Arte - GOA - nova geração; Moscoso, Y. F. M., (2017) Modelos de Degradação para Aplicação em Sistemas de Obras de Arte Especiais - OAEs, , PhD thesis Universidade de Brasília. Faculdade de Tecnologia; Liao, H.-K., Yau, N.-J., Development of various bridge condition indices for Taiwan bridge management system (2011) 28th International Symposium on Automation and Robotics in Construction, pp. 911-916; Safi, M., Sundquist, H., Karoumi, R., Racutanu, G., Development of the Swedish bridge management system by upgrading and expanding the use of LCC (2013) Structure and Infrastructure Engineering, 9 (12), pp. 1240-1250; Woodward, R., Cullington, D. W., Daly, A. F., Vassie, P. R., Haardt, P., Kashner, R., Astudillo, R., Cremona, C., (2001) Bridge management in Europe (BRIME) - Deliverable D14-Final Report; Brady, K. C., O'Reilly, M., Bevc, L., Znidaric, A., O'Brien, E., Jordan, R., Cost 345 - Procedures required for the assessment of highway structures - Final report European Co-operation in the Field of Scientific and Technical Research; Hallberg, D., Racutanu, G., Development of the Swedish bridge management system by introducing a LMS concept (2007) Materials and Structures, 40, pp. 627-639; Isailovic, D., Stojanovic, V., Trapp, M., Richter, R., Hajdin, R., Döllner, J., Bridge damage: Detection, IFC-based semantic enrichment and visualization (2020) Automation in Construction, 112. , (103088); Marzouk, M. M., Hisham, M., Bridge information modelling in sustainable bridge management (2011) Proceedings of the 2011 International Conference on Sustainable Design and Construction - ICSDC 2011: Integrating Sustainability Practices in the Construction Industry, pp. 457-466; Dibernardo, S., Integrated modelling systems for bridge asset management - case study (2012) Proceedings of the 2012 Structures Congress, pp. 483-493; Wan, C., Zhou, Z., Li, S., Ding, Y., Xu, Z., Yang, Z., Xia, Y., Yin, F., Development of a bridge management system based on the building information modelling technology (2019) Sustainability, 11 (4583); Zhao, Z., Gao, Y., Hu, X., Zhou, Y., Zhao, L., Qin, G., Guo, J., Han, D., Integrating BIM and IoT for smart bridge management (2019) IOP Conference Series: Earth and Environmental Science, 371. , (022034); Zhu, J., Tan, Y., Wang, X., Wu, P., BIM/GIS integration for web GIS-based bridge management (2020) Annals of GIS, 27 (1), pp. 99-109; Boddupalli, C., Sadhu, A., Rezazadeh Azar, E., Pattyson, S., Improved visualization of infrastructure monitoring data using building information modelling (2019) Structure and Infrastructure Engineering, 15 (9), pp. 1247-1263; Riveiro, B., Jauregui, D. V., Arias, P., Armesto, J., Jiang, R., An innovative method for remote measurement of minimum vertical underclearance in routine bridge inspection (2012) Automation in Construction, 25, pp. 34-40; Huthwohl, P., Brilakis, I., Borrmann, A., Sacks, R., Integrating RC bridge defect information into BIM models (2018) Journal of Computing in Civil Engineering, 32 (3), p. 04018013. , 1-04018013-14; Lu, R., Brilakis, I., Digital twinning of existing reinforced concrete bridges from labelled point clusters (2019) Automation in Construction, 105. , (102837); Borin, P., Cavazzini, F., Condition assessment of RC bridges - Integrating machine learning, photogrammetry and BIM (2019) International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences - ISPRS Archives, pp. 201-208. , XLII-2/W15; Morgenthal, G., Hallermann, N., Kersten, J., Taraben, J., Debus, P., Helmrich, M., Rodehorst, V., Framework for automated UAS-based structural condition assessment of bridges (2019) Automation in Construction, 97, pp. 77-95; Khajavi, S. H., Motlagh, N. H., Jaribion, A., Werner, L. C., Holmstrom, J., Digital twin: Vision, benefits, boundaries, and creation for buildings (2019) IEEE Access, 7, pp. 147406-147419; Zou, Y., Kiviniemi, A., Jones, S. W., Developing a tailored RBS linking to BIM for risk management of bridge projects (2016) Engineering, Construction and Architectural Management, 23 (6), pp. 727-750; Zou, Y., Kiviniemi, A., Jones, S. W., Walsh, J., Risk information management for bridges by integrating risk breakdown structure into 3D/4D BIM (2019) KSCE Journal of Civil Engineering, 23 (2), pp. 467-480","de Freitas Bello, V.S.; Luleå University of Technology (LTU)Sweden; email: vanessa.saback.de.freitas@ltu.se","Snijder H.H.De Pauw B.De Pauw B.van Alphen S.F.C.Mengeot P.","Allplan;et al.;Greisch;Infrabel;Royal HaskoningDHV;TUC RAIL","International Association for Bridge and Structural Engineering (IABSE)","IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs","22 September 2021 through 24 September 2021",,172892,,,,,"English","IABSE Congr., Ghent: Struct. Eng. Future Soc. Needs",Conference Paper,"Final","",Scopus,2-s2.0-85119042894
"Beltrami C., Bianchi S., Cervio M., Anghileri M., Felicetti R., Quattrone A., Chiara M., Salza B., Masala D.","36876442300;57194085594;57205023402;57211567366;6601910236;36722060000;57304515600;57304515700;57304741500;","Bridge visual inspections: Experience of local authorities and the case study of the Corso Grosseto viaduct",2021,"Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations - Proceedings of the 10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020",,,,"3358","3364",,2,"10.1201/9780429279119-456","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85117564166&doi=10.1201%2f9780429279119-456&partnerID=40&md5=6ed873f4834376b30089b9f3f994645b","Lombardi Engineering, Milan, Italy; Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Turin, Italy; Piedmont Region, Turin, Italy; Turin, City of Turin, Italy; Metropolitan City of Turin, Turin, Italy","Beltrami, C., Lombardi Engineering, Milan, Italy; Bianchi, S., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Cervio, M., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Anghileri, M., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Felicetti, R., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Quattrone, A., Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Turin, Italy; Chiara, M., Piedmont Region, Turin, Italy; Salza, B., Turin, City of Turin, Italy; Masala, D., Metropolitan City of Turin, Turin, Italy","Visual inspections are traditional method to collect information about bridge condition state. They are performed by qualified inspectors, during the bridge service life, which formulate judgments based on direct observation of the structure. This activity is however influenced by the subjectivity of expert opinions. Moreover, the frequency and the accuracy of bridge inspections may influence future maintenance activities. BRIDGE|50 is a research project aimed at investigating the residual structural performance of a 50-year-old bridge recently dismounted in Italy. The objectives include the validation, both in qualitative and quantitative terms, of national and international bridge inspection procedures through the comparison of the outcomes of visual inspections with the results of experimental tests. The paper describes bridge inspection procedures of local authorities, including Municipality of Turin, Metropolitan City of Turin, and Piedmont Region, and summarizes the visual inspections performed in the BRIDGE|50 research project before the bridge dismounting. © 2021 Taylor & Francis Group, London",,"Bridges; Life cycle; Maintenance; Bridge inspection; Case-studies; Condition state; Direct observations; Expert opinion; Inspection procedures; Local authorities; Maintenance activity; Structural performance; Visual inspection; Inspection",,,,,,,,,,,,,,,,"(2013) Manual for bridge element inspection, , AASHTO Washington, DC; Biondini, F., Frangopol, D.M., Life-cycle performance of deteriorating structural systems under uncertainty: Review (2016) Journal of Structural Engineering, ASCE, 142 (9), p. 1. , F4016001, 17; Biondini, F., Manto, S., Beltrami, C., Tondolo, F., Chiara, M., Salza, B., Tizzani, M., Quaranta, L., BRIDGE|50 research project: Residual structural performance of a 50-year-old bridge (2020) Tenth Int. Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), , Sapporo, Japan, June 28th-July 2nd; Chase, S.B., Adu-Gyamfi, Y., Aktan, A.E., Minaie, E., (2016) Synthesis of national and international methodologies used for bridge health indices, , FHWA-HRT-15-081). United States. Federal Highway Administration; Mori, Y., Ellingwood, B. R., Maintaining reliability of concrete structures. I: Role of inspection/repair (1994) Journal of Structural Engineering, 120 (3), pp. 824-845; Sánchez-Silva, M., Klutke, G.-A., (2016) Reliability and life-cycle analysis of deteriorating systems, 182. , Switzerland: Springer International Publishing; Shepard, R.W., Johnson, M.B., California Bridge Health Index: A diagnostic tool to maximize bridge longevity, investment (2001) TR News, pp. 6-11; Weseman, W., (1995) Recording and coding guide for the structure inventory and appraisal of the nation's bridges, , United States Department of Transportation (Ed), Federal Highway Administration, USA",,"Yokota H.Frangopol D.M.",,"CRC Press/Balkema","10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020","11 April 2021 through 15 April 2021",,172353,,9780429279119; 9780367232788,,,"English","Bridge Maint., Saf., Manag., Life-Cycle Sustain. Innov. - Proc. Int. Conf. Bridge Maint., Saf. Manag., IABMAS",Conference Paper,"Final","All Open Access, Green",Scopus,2-s2.0-85117564166
"Han Z.","57221693075;","Aesthetics Innovation and Practice of Urban Bridge Design",2021,"Structural Engineering International","31","4",,"543","549",,2,"10.1080/10168664.2020.1848368","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85099800943&doi=10.1080%2f10168664.2020.1848368&partnerID=40&md5=bc89cba2cb2a689bb847537eb8dfd93e","Tianjin Urban Construction Design Institute, 21 Xianyang Rd, Hongqiao District, Tianjin, 300122, China; Tianjin University, 92 Weijin Rd, Naikai District, Tianjin, 300072, China","Han, Z., Tianjin Urban Construction Design Institute, 21 Xianyang Rd, Hongqiao District, Tianjin, 300122, China, Tianjin University, 92 Weijin Rd, Naikai District, Tianjin, 300072, China","The objective of a bridge design is to produce a safe bridge that satisfies all functional requirements with a cost that is acceptable by the owners. However, with accelerated development of people's aesthetic awareness, the design of urban bridges is gradually developing towards novelty, harmony, and customization. The most critical issue in constructing an aesthetically pleasing bridge is that there is no such rule to conceive of the most perfect or elegant design. In recent decades, a large number of bridges have been built on the Haihe River in Tianjin, China. This paper focuses on the introduction and implementation of innovative aesthetics design for urban bridges in this city. The design of new bridges on the Haihe River adheres to the people-oriented conception, and to the successful combination of aesthetics and functional design specifications. Complementary scientific strategies are implemented during the reconstruction of old bridges on the river to protect the cultural relics and preserve the history. The overall design conception in this paper is the harmony of mechanics and aesthetics as well as the harmony of bridges and its surrounding environment. Also, the designers and constructors follow the rules of inheriting historical emotions and human emotions. Several novel bridge cases are employed in the paper to demonstrate the design conception. © 2021 International Association for Bridge and Structural Engineering (IABSE).","aesthetic design; harmony; reconstruction; structural design; urban bridges","Reconstruction (structural); Rivers; Aesthetics designs; Critical issues; Cultural relics; Elegant designs; Functional design specifications; Functional requirement; Introduction and implementations; Surrounding environment; Bridges",,,,,,"The support from all the designers and collaborators is gratefully acknowledged.",,,,,,,,,,"Billington, D.P., (1997) Robert Maillart: Builder, Designer, and Artist, p. 169. , Cambridge University Press, New York; Fritz, L., (1994) Bridges: Aesthetics and Design, , 4th edn, Deutsche Verlags-Anstalt: Stuttgart; Han, Z., (2019) Design Innovation and Practice of Urban Bridge, , Shanghai Scientific & Technical Publishers, Shanghai: (in Chinese; Han, Z., (2019) Innovative Practice of Conservation and Repair of Old Urban Bridges, , Shanghai Scientific & Technical Publishers, Shanghai: (in Chinese; Huang, L., Yan, G., Aesthetics in bridge design (1996) Bridges in World, 1996 (4), pp. 58-59. , in Chinese; Menn, C., The place of aesthetics in bridge design (1996) Struct. Eng. Int., 6 (2), p. 93; Firth, I., Landmark Footbridges the Urban Environment, Proceedings of the 2004 International Association for Bridge and Structural Engineering Shanghai, China; 60–62; Tang, M., Forms and aesthetics of bridges (2018) Engineering, 4, pp. 267-276; Woodruff, S., Billington, D., Aesthetics and economy in pedestrian bridge design (2009) Int. J. Space Struct., 22 (1), pp. 81-89; Xiang, H., Pan, H., Zhang, S., Fan, L., (2009) Conspectus of Bridge History in China, , Tongji University Press, Shanghai: (in Chinese","Han, Z.; Tianjin Urban Construction Design Institute, 21 Xianyang Rd, Hongqiao District, China; email: hanzhenyong@hotmail.com",,,"Taylor and Francis Ltd.",,,,,10168664,,,,"English","Struct Eng Int J Int",Article,"Final","",Scopus,2-s2.0-85099800943
"Voskoboinick A., Voskoboinick V., Turick V., Voskoboinyk O., Cherny D., Tereshchenko L.","12801360700;6505999384;8396498500;57194070769;57218597892;7003877423;","Interaction of Group of Bridge Piers on Scour",2021,"Advances in Intelligent Systems and Computing","1247 AISC",,,"3","17",,2,"10.1007/978-3-030-55506-1_1","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85089721894&doi=10.1007%2f978-3-030-55506-1_1&partnerID=40&md5=7ba36c1f5d0ac0218581865ba9f95807","Institute of Hydromechanics of NAS of Ukraine, Kyiv, Ukraine; NTUU Igor Sikorsky Kyiv Politecnical Institute, Kyiv, Ukraine; Taras Shevchenko National University of Kyiv, Kyiv, Ukraine","Voskoboinick, A., Institute of Hydromechanics of NAS of Ukraine, Kyiv, Ukraine; Voskoboinick, V., Institute of Hydromechanics of NAS of Ukraine, Kyiv, Ukraine; Turick, V., NTUU Igor Sikorsky Kyiv Politecnical Institute, Kyiv, Ukraine; Voskoboinyk, O., Institute of Hydromechanics of NAS of Ukraine, Kyiv, Ukraine; Cherny, D., Taras Shevchenko National University of Kyiv, Kyiv, Ukraine; Tereshchenko, L., Institute of Hydromechanics of NAS of Ukraine, Kyiv, Ukraine","Pile groups and complex piers have become more popular in the construction of bridge crossings due to economical and geotechnical reasons. The interaction of bridge piers of various structural solutions, which are in the wake one after another, leads to significant discontinuity and non-linearity of the flow between the piers, and also significantly complicates the process of bed sediment scour. This requires complex scientific research to determine the permissible bed sediment scour near bridge pier groups, since normative calculations do not always give a positive result. Results of experimental researches of formation and development of local and global scours near to bridge piers are submitted. Influence of an arrangement of two bridge transitions which are in a wake one after another, on physics of the formation process scour is shown. The scour before prismatic pier is caused by interaction of the horseshoe vortex structures with the sediment, down flow along the front surface of the pier and vortex systems that arise when the incoming flow is separated from the front faces of the prismatic pier. The scour before the three-row cylindrical pier in the form of the grillage is associated with the action of a horseshoe vortex structure that envelopes the grillage as a whole, horseshoe vortices that arise near each of the cylindrical piers of the grillage and the jet flow that occurs between the first piers of the grillage. With the mutual arrangement of two bridge crossings that are in the wake one after another, the local scour in front of the prismatic pier of the old bridge increases at supercritical flow velocities in shallow water and decreases at subcritical velocities in deep water. © 2021, The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerland AG.","Bridge pier; Grillage; Horseshoe vortex; Jet flow; Scour","Bridge piers; Education computing; Engineering education; Piles; Sediments; Vortex flow; Wakes; Bridge crossing; Experimental research; Formation process; Horseshoe vortex structures; Horseshoe vortices; Scientific researches; Structural solutions; Supercritical flow; Scour",,,,,,,,,,,,,,,,"Akhlaghi, E., Babarsad, M.S., Derikvand, E., Abedini, M., Assessment the effects of different parameters to rate scour around single piers and pile groups: a review (2019) Arch. Computat. Methods Eng, 26 (1), pp. 1-15; Al-Shukur, A.-H.K., Ali, M.H., Optimum design for controlling the scouring on bridge piers (2019) Civ. Eng. J, 5 (9), pp. 1904-1916; Ettema, R., Constantinescu, G., Melville, B.W., Flow-field complexity and design estimation of pier-scour depth Sixty years since Laursen and Toch (2017) J. Hydraul. Eng, 143 (9), p. 03117006; Dargahi, B., (1987) Flow field and local scouring around a cylinder, , Royal Institute Technology, Stockholm, Sweden; Sreedhara, B.M., Kuntoji, G., Manu, Mandal, S., Application of particle swarm based neural network to predict scour depth around the bridge pier (2019) Int. J. Intell. Syst. Appl, 11 (11), pp. 38-47; Kirkil, G., Constantinescu, G., Ettema, R., The horseshoe vortex system around a circular bridge pier on a flat bed (2005) Proceedings XXXI-st International Association Hydraulic Research Congress, Seoul, Korea, pp. 1-10; Sumer, B.M., Bundgaard, K., Fredsoe, J., Global and local scour at pile group (2005) Proceedings 15th International Offshore and Polar Engineering Conference, Seoul, Korea, pp. 577-583; Ataie-Ashtiani, B., Beheshti, A.A., Experimental investigation of clear-water local scour at pile groups (2006) J. Hydraul. Eng, 132 (10), pp. 1100-1104; Amini, A., Melville, B.W., Ali, T.M., Ghazali, A.H., Clear-water local scour around pile groups in shallow-water flow (2012) J. Hydraul. Engng, 138 (2), pp. 177-185; Hosseini, R., Amini, A., Scour depth estimation methods around pile groups (2015) KSCE J. Civ. Eng, 19 (7), pp. 2144-2156; Bateni, S.M., Vosoughifar, H.R., Truce, B., Jeng, D.S., Estimation of clear-water local scour at pile groups using genetic expression programming and multivariate adaptive regression splines (2019) J. Waterw. Port. C-ASCE, 145 (1), p. 04018029; Amini, A., Solaimani, N., The effects of uniform and nonuniform pile spacing variations on local scour at pile groups (2018) Marine Georesour. Geotechnol, 36 (7), pp. 861-866; Ferraro, D., Tafarojnoruz, A., Gaudio, R., Cardoso, A.H., Effects of pile cap thickness on the maximum scour depth at a complex pier (2013) J. Hydraul. Eng, 139 (5), pp. 482-491; Amini, A., Melville, B.W., Ali, T.M., Local scour at piled bridge piers including an examination of the superposition method (2014) Can. J. Civ. Eng, 41 (5), pp. 461-471; Beheshti, A.A., Ataie-Ashtiani, B., Scour hole influence on turbulent flow field around complex bridge piers (2016) Flow Turbul. Combust, 97 (2), pp. 451-474; Baghbadorani, D.A., Ataie-Ashtiani, B., Beheshti, A., Hadjzaman, M., Jamali, M., Prediction of current-induced local scour around complex piers: review, revisit, and integration (2018) Coast. Eng, 133 (3), pp. 43-58; Moreno, M., Maia, R., Couto, L., Prediction of equilibrium local scour depth at complex bridge piers (2016) J. Hydraul. Eng, 142 (11), p. 04016045; Ramos, P.X., Bento, A.M., Maia, R., Pego, J.P., Characterization of the scour cavity evolution around a complex bridge pier (2016) J. Appl. Water Eng. Res, 4 (2), pp. 128-137; Voskobijnyk, A.V., Voskoboinick, V.A., Voskoboinyk, O.A., Tereshchenko, L.M., Khizha, I. A., Feature of the vortex and the jet flows around and inside the three-row pile group (2016) Proceedings 8th International Conference on Scour and Erosion (ICSE 2016), pp. 897-903. , 12–15 September Oxford, UK, (2016); Voskoboinick, V.A., Makarenkov, A.P., Spectral characteristics of the hydrodynamical noise in a longitudinal flow around a flexible cylinder (2004) Int. J. Fluid Mech. Res, 31 (1), pp. 87-100; Voskoboinick, V., Kornev, N., Turnow, J., Study of near wall coherent flow structures on dimpled surfaces using unsteady pressure measurements (2013) Flow Turbul. Combust, 90 (4), pp. 709-722; Voskoboinick, V.A., Voskoboinick, A.V., Areshkovych, O.O., Voskoboinyk, O.A., Pressure fluctuations on the scour surface before prismatic pier (2016) Proceedings 8th International Conference on Scour and Erosion (ICSE 2016), pp. 905-910. , 12–15 September Oxford, UK, (2016); Laursen, E.M., An analysis of relief bridge scour (1963) J. Hydraul. Div, 89, pp. 93-118; Sturm, T., Sotiropoulos, F., Landers, M., Gotvald, T., Lee, S.-O., Ge, L., Navarro, R., Escauriaza, C., (2004) GDOT Res. Project No 2002, Atlanta, , Laboratory and 3D numerical modelling with field monitoring of regional bridge scour in Georgia; Sheppard, D.M., (2003) Large scale and live bed local pier scour experiments: phase 1. Large scale, clearwater scour experiments, , FDOT Centr BB-473, Final Rep. University of Florida; Miller, W., (2003) Model for the time rate of local sediment scour at a cylindrical structure, , Ph. D. Thesis. University of Florida; Bernacki, J., Kolaczek, G., Anomaly detection in network traffic using selected methods of time series analysis (2015) Int. J. Comput. Net. Inf. Sec, 9, pp. 10-18; Nag, A., Karforma, S., An efficient clustering algorithm for spatial datasets with noise (2018) Int. J. Inf. Tech. Decis, 7, pp. 29-36; Dovgiy, S.O., Lyashko, S.I., Cherniy, D.I., Algorithms of discrete singularities method of computational technologies (2017) Cybernet. Syst, 53 (6), pp. 950-962; Voskoboinick, V.A., Voskoboinyk, O.A., Cherniy, D.I., The modeling of different scale hydrologic processes in aquatories (2019) J. Environ. Sci. Nat. Resour, 29 (1), pp. 87-97","Voskoboinick, V.; Institute of Hydromechanics of NAS of UkraineUkraine; email: vlad.vsk@gmail.com","Hu Z.Petoukhov S.Dychka I.He M.",,"Springer","3rd International Conference on Computer Science, Engineering and Education Applications, ICCSEEA 2020","21 January 2020 through 22 January 2020",,243389,21945357,9783030555054,,,"English","Adv. Intell. Sys. Comput.",Conference Paper,"Final","",Scopus,2-s2.0-85089721894
"Zaborac J., Perez B., Hrynyk T., Bayrak O.","6508024411;7101818974;14628894100;6602078224;","Structural performance assessment of a 60-year-old reinforced concrete bent cap",2020,"Structural Concrete","21","6",,"2549","2564",,2,"10.1002/suco.202000033","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85089537680&doi=10.1002%2fsuco.202000033&partnerID=40&md5=cfb20a0d2f77aea4c315cad2365a3102","Department of Civil, Architectural and Environmental Engineering, University of Texas at Austin, Austin, TX, United States; Solar Turbines, Houston, TX, United States; Department of Civil and Environmental Engineering, University of Waterloo, Waterloo, ON, Canada","Zaborac, J., Department of Civil, Architectural and Environmental Engineering, University of Texas at Austin, Austin, TX, United States; Perez, B., Solar Turbines, Houston, TX, United States; Hrynyk, T., Department of Civil and Environmental Engineering, University of Waterloo, Waterloo, ON, Canada; Bayrak, O., Department of Civil, Architectural and Environmental Engineering, University of Texas at Austin, Austin, TX, United States","As the world's reinforced concrete (RC) civil infrastructure continues to age and exhibit visual signs of distress (e.g., cracking), the challenge of how to process this visual information is becoming increasingly important. While research is ongoing in this field, limited work has been done involving structures that are truly representative of real-world, aged civil infrastructure requiring assessment. Thus, this paper presents the results of an experimental program and subsequent numerical investigation into the performance of a diagonally cracked, RC bent cap that was removed from a 60-year-old bridge in Texas. Extensive work was done to document the cracking behavior and characterize the mechanical properties of the bent cap prior to ultimate load testing. The numerical investigation included both “conventional” methods and nonlinear finite element analysis (with and without consideration of existing damage). Ultimately, the results of the experimental and numerical investigations suggest that, while the bent cap was exhibiting large-width shear cracks in service, the damage was not indicative of an impending shear failure. © 2020 fib. International Federation for Structural Concrete","bent cap; bridges; damage assessment; inspection; shear","Concrete construction; Cracks; Load testing; Numerical methods; Structural analysis; Civil infrastructures; Cracking behavior; Experimental program; Non-linear finite-element analysis; Numerical investigations; Structural performance; Ultimate loads; Visual information; Reinforced concrete",,,,,"Texas Department of Transportation, TxDOT: 693JJ31945050; Federal Highway Administration, FHWA","The authors wish to acknowledge the support of the Texas Department of Transportation for permitting the inspection and coordinating the extraction of the damaged bent caps from the field and for providing funds to carryout the laboratory testing activities comprising the research program. The authors would also like to acknowledge the support of the Dwight David Eisenhower Transportation Fellowship Program (grant award number: 693JJ31945050) from the Federal Highway Administration Universities and Grants Programs. Lastly, the bent cap discussed in this paper is retained by the Concrete Bridge Engineering Institute (CBEI) at Ferguson Structural Engineering Laboratory in Austin, Texas. CBEI's mission is to collect, preserve, and display representative concrete bridge components, such as the bent cap, for future educational, training, and research opportunities. a c a ext a int a m d d g f c f cm f t f y h s s cr w cr A b E ci E s V CS V max V R β ε c ε c1 ε sh ε u θ θ min ρ c",,,,,,,,,,"(2017) AASHTO LRFD bridge design specifications, , 8th ed., Washington, DC, AASHTO; Design of concrete structures—Part 1-1: General rules and rules for buildings (2004) Eurocode 2, , Brussels, Belgium, CEN; Design of concrete structures—Concrete bridges—Design and detailing rules (2005) Eurocode 2, , Brussels, Belgium, CEN; (2019) National bridge inventory 2018 data, , https://www.fhwa.dot.gov/bridge/nbi/ascii.cfm, (Ed.). (, Available from; (2018) Bridge condition index open data 2017, , https://data.ontario.ca/dataset/bridge-conditions, Toronto, Ontario, Ontario Ministry of Transportation, (Ed.). 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Bridges across Europe are in a dangerous state, warn experts., The Guardian, Available from; (2018) The manual for bridge evaluation, , 3rd ed., Washington, DC, AASHTO; (2013) fib model code for concrete structures 2010, , https://doi.org/10.1002/9783433604090, 1st ed., Berlin, Germany, Ernst & Sohn; (2020) CS 454 assessment of highway bridges and structures, , London, Highways England; (2020) CS 455 the assessment of concrete highway bridges and structures, , London, Highways England; (2019) Manual for bridge element inspection, , 2nd ed., Washington, DC, AASHTO; (2002) Guidebook on non-destructive testing of concrete structures, , Vienna, Austria, IAEA; (2005) Handboook for bridge inspections, , Norway, Norwegian Public Roads Administration; (2000) Ontario structure inspection manual, , Toronto, ON, Publications Ontario, Ontario Ministry of Transportation, Bridge Office; Calvi, P.M., Bentz, E.C., Collins, M.P., Model for assessment of cracked reinforced concrete membrane elements subjected to shear and axial loads (2018) ACI Struct J, 115 (2), pp. 501-509. , https://doi.org/10.14359/51701093; Calvi, P.M., Proestos, G.T., Ruggiero, D.M., Towards the development of direct crack-based assessment of structures (2018) SP-328: Shear in structural concrete, 20, pp. 9.1-9.9. , Mitchell D, Belarbi A, editors., Volume, Salt Lake City, UT, American Concrete Institute, p; Rupf, M., Fernández Ruiz, M., Muttoni, A., Post-tensioned girders with low amounts of shear reinforcement: Shear strength and influence of flanges (2013) Eng Struct, 56, pp. 357-371. , https://doi.org/10.1016/j.engstruct.2013.05.024; Zaborac, J., Athanasiou, A., Salamone, S., Bayrak, O., Hrynyk, T.D., Crack-based shear strength assessment of reinforced concrete members using a fixed-crack continuum modeling approach (2020) J Struct Eng, 146 (4). , https://doi.org/10.1061/(ASCE)ST.1943-541X.0002564; Perez, B., (2019) Structural evaluation and testing of damaged reinforced concrete bent caps [Master's thesis], , Austin, TX, Department of Civil, ArchitecturalEnvironmental Engineering, University of Texas at Austin; Perez, B., Zaborac, J., Bayrak, O., Hrynyk, T., Evaluation of a 60-year old reinforced concrete bent cap exhibiting shear distress (2019) Concrete—Innovations in materials, design and structures, pp. 1220-1227. , Kraków, Poland, fib, p; (1957) Standard specifications for highway bridges, , 7th ed., Washington, DC, AASHO; (2014) Standard test method for static modulus of elasticity and poissons ratio of concrete in compression (no. 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ACI 224R-01), , Farmington Hills, MI, ACI; Sigrist, V., Generalized stress field approach for analysis of beams in shear (2011) ACI Struct J, 108 (4), pp. 479-487. , https://doi.org/10.14359/51682989; Bentz, E.C., Vecchio, F.J., Collins, M.P., Simplified modified compression field theory for calculating shear strength of reinforced concrete elements (2006) ACI Struct J, 103 (4), pp. 614-624. , https://doi.org/10.14359/16438; Sigrist, V., Bentz, E., Ruiz, M.F., Foster, S., Muttoni, A., Background to the fib Model Code 2010 shear provisions—Part I: Beams and slabs (2013) Struct Concr, 14 (3), pp. 195-203. , https://doi.org/10.1002/suco.201200066; Schlaich, J., Schafer, K., Jennewein, M., Toward a consistent design of structural concrete (1987) PCI J, 32 (3), pp. 74-150. , https://doi.org/10.15554/pcij.05011987.74.150; Tuchscherer, R.G., Birrcher, D.B., Bayrak, O., Reducing discrepancy between deep beam and sectional shear-strength predictions (2016) ACI Struct J, 113 (1), pp. 3-15. , https://doi.org/10.14359/51688602; Wong, P.S., Vecchio, F.J., Trommels, H., (2013) VecTor2 & FormWorks user's manual, , editor., Toronto, ON, Department of Civil and Mineral Engineering; Vecchio, F.J., Collins, M.P., The modified compression-field theory for reinforced concrete elements subjected to shear (1986) ACI J, 83 (2), pp. 219-231. , https://doi.org/10.14359/10416; Vecchio, F.J., Disturbed stress field model for reinforced concrete: Formulation (2000) J Struct Eng, 126 (9), pp. 1070-1077. , https://doi.org/10.1061/(ASCE)0733-9445(2000)126:9(1070; (1978) Model code for concrete structures, , 3rd ed., Paris, France, Comité Euro-International du Béton; Vecchio, F.J., Analysis of shear-critical reinforced concrete beams (2000) ACI Struct J, 97 (1), pp. 102-110. , https://doi.org/10.14359/839; Eligehausen, R., Popov, E.P., Bertero, V.V., (1983) Local bond stress-slip relationships of deformed bars under generalized excitations, p. 162. , editor., (UCB/EERC-83/23)., Berkeley, CA, Earthquake Engineering Research Center, p; Wang, J., Shi, Z., Nakano, M., Strength degradation analysis of an aging RC girder bridge using FE crack analysis and simple capacity-evaluation equations (2013) Eng Fract Mech, 108, pp. 209-221. , https://doi.org/10.1016/j.engfracmech.2013.04.011","Zaborac, J.; Department of Civil, United States; email: jrzaborac@utexas.edu",,,"Wiley-Blackwell",,,,,14644177,,,,"English","Struct. Concr.",Article,"Final","",Scopus,2-s2.0-85089537680
"Amin R.W., Kocak S., Sevil H.E., Peterson G.P., Hamilton J.T., Rivera B., Barraco T.","57205397526;57136532900;26031694300;57222347268;57371193000;10639158100;57371186400;","A spatio-temporal cluster analysis of structurally deficient bridges in the contiguous USA",2020,"Developments in the Built Environment","4",,"100034","","",,2,"10.1016/j.dibe.2020.100034","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85110496767&doi=10.1016%2fj.dibe.2020.100034&partnerID=40&md5=f3c3ceff99d3454332240fa7d3f65089","Mathematics & Statistics at University of West Florida, 11000 University Parkway, Building 4 Room 336, Pensacola, FL  32514, United States; Construction Management at University of West Florida, 11000 University Parkway, Building 70 Room 125, Pensacola, FL  32514, United States; Intelligent Systems & Robotics at University of West Florida, 11000 University Parkway, Building 4 Room 139, Pensacola, FL  32514, United States; Eisman & Russo, Inc., 220W. Garden St. Suite 200, Pensacola, FL  32502, United States; Mathematics & Statistics at University of West Florida, 11000 University Parkway, Building 4 Room 223, Pensacola, FL  32514, United States","Amin, R.W., Mathematics & Statistics at University of West Florida, 11000 University Parkway, Building 4 Room 336, Pensacola, FL  32514, United States; Kocak, S., Construction Management at University of West Florida, 11000 University Parkway, Building 70 Room 125, Pensacola, FL  32514, United States; Sevil, H.E., Intelligent Systems & Robotics at University of West Florida, 11000 University Parkway, Building 4 Room 139, Pensacola, FL  32514, United States; Peterson, G.P., Eisman & Russo, Inc., 220W. Garden St. Suite 200, Pensacola, FL  32502, United States; Hamilton, J.T., Mathematics & Statistics at University of West Florida, 11000 University Parkway, Building 4 Room 223, Pensacola, FL  32514, United States; Rivera, B., Mathematics & Statistics at University of West Florida, 11000 University Parkway, Building 4 Room 223, Pensacola, FL  32514, United States; Barraco, T., Mathematics & Statistics at University of West Florida, 11000 University Parkway, Building 4 Room 223, Pensacola, FL  32514, United States","The disease surveillance software SaTScan™ is used to identify spatial and space-time clusters of counties with unusually high counts or rates of SD bridges. Initially, a descriptive data analysis of over 600,000 bridges, on which data were available for 2017, identified the kind of material and design of all bridges. This was followed by analyzing data on SD bridges for the 3108 counties. The clusters were tested for significance with Monte Carlo study to designate significant SD clusters. While the purely spatial analysis was based on data for 2017, the space-time analysis used data for the years 2006–2017. A Negative Binomial regression model was used in addition to a cluster analysis. Regression analysis was performed to adjust SD counts for several covariates or risk factors. This study identified counties with high rates of SD bridges as rural counties with old bridges where there is cold weather and low daily traffic. © 2020 The Author(s)","Disease surveillance software SaTScan; Epidemiologic approach to structurally deficient bridges; Heat maps; Spatio-temporal cluster analysis; Structurally deficient bridges in U.S. counties","Cluster analysis; Regression analysis; Risk assessment; Cold weather; Deficient bridges; Disease surveillance; Negative binomial regression model; Risk factors; Space time analysis; Spatial analysis; Spatio temporal; Bridges",,,,,,,,,,,,,,,,"Aiqun, L., Changqing, M., Zhaoxia, L., Health monitoring system for the Runyang Yangtse river bridge (2003) J. Southeast Univ.: Natural Sci. Edition, 33 (5), pp. 544-548; Alampalli, S., Fu, G., Instrumentation for remote and continuous monitoring of structure conditions (1994) Transport. Res. 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Manag., 140 (2); Cheng, L., Karbhari, V.M., New bridge systems using FRP composites and concrete: a state-of-the-art review (2006) Prog. Struct. Eng. Mater., 8 (4), pp. 143-154; Cheng, Y.M., Leu, S.S., Constraint-based clustering model for determining contract packages of bridge maintenance inspection (2008) Autom. ConStruct., 17 (6), pp. 682-690; Cheng, L., Zhao, L., Karbhari, V.M., Hegemier, G.A., Seible, F., Assessment of a steel-free fiber reinforced polymer-composite modular bridge system (2005) J. Struct. Eng., 131 (3), pp. 498-506; Chou, J.S., Pham, A.D., Wang, H., Bidding strategy to support decision-making by integrating fuzzy AHP and regression-based simulation (2013) Autom. ConStruct., 35, pp. 517-527; Cuadros, D.F., Hernandez, A., Torres, M.F., Torres, D.M., Branscum, A.J., Rincon, D.F., Vector transmission alone fails to explain the potato yellow vein virus epidemic among potato crops in Colombia (2017) Front. Plant Sci., 8, p. 1654; Dumlao, C., Lauraitis, K., Abrahamson, E., Hurlbut, B., Jacoby, M., Miller, A., Thomas, A., Demonstration low-cost modular composite highway bridge (1996) First International Conference on Composites in Infrastructure, Tucson, AZ, 1996, pp. 1141-1155; Ei-Mikawi, M., Mosallam, A.S., A methodology for evaluation of the use of advanced composites in structural civil engineering applications (1996) Compos. B Eng., 27 (3-4), pp. 203-215; Enemark, H.L., Ahrens, P., Juel, C.D., Petersen, E., Petersen, R.F., Andersen, J.S., Lind, P., Thamsborg, S.M., Molecular characterization of Danish Cryptosporidium parvum isolates (2002) Parasitology, 125, pp. 331-341; Gao, J., Zhang, Z., Hu, Y., Bian, J., Jiang, W., Wang, X., Geographical distribution patterns of iodine in drinking-water and its associations with geological factors in Shandong Province, China (2014) Int. J. Environ. Res. Publ. Health, 11 (5), pp. 5431-5444; Gillies, T., US Infrastructure Is Crumbling, and it Needs Lots of Money to Fix it: Civil Engineer Group (2019), https://www.cnbc.com/2019/02/03/us-infrastructure-is-crumbling-and-it-needs-big-money-to-fix-it-asce.html, CNBC (Accessed 31 July 2020); Hajializadeh, D., Stewart, M.G., Enright, B., Obrien, E., Spatial time-dependent reliability analysis of reinforced concrete slab bridges subject to realistic traffic loading (2016) Structure and Infrastructure Engineering, 12 (9); Hayes, M.D., Ohanehi, D., Lesko, J.J., Cousins, T.E., Witcher, D., Performance of tube and plate fiberglass composite bridge deck (2000) J. Compos. Construct., 4 (2), pp. 48-55; Helbich, M., Beyond potsuburbia? 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(2019), https://www.cbsnews.com/news/infrastructure-what-will-2-trillion-buy-and-how-will-america-pay/, CBS News (Accessed 31 July 2020); Leitner, M., Helbich, M., The impact of hurricanes on crime: a spatio-temporal analysis in the city of Houston, TX (2011) Cartogr. Geogr. Inf. Sci., 37, pp. 214-222; Li, R., Ye, L.Y., Chen, Y., Static and dynamic spatial analysis of super-wide arch bridge using finite element method (2007) J. Highw. Transp. Res. Dev., 10; Liu, P.L., Identification and damage detection of trusses using modal data (1995) J. Struct. 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Comput., pp. 599-608; Penadés-Plà, V., García-Segura, T., Martí, J., Yepes, V., A review of multi-criteria decision-making methods applied to the sustainable bridge design (2016) Sustainability, 8 (12), p. 1295; Sabatino, S., Frangopol, D.M., Dong, Y., Sustainability-informed maintenance optimization of highway bridges considering multi-attribute utility and risk attitude (2015) Eng. Struct., 102, pp. 310-321; SaTScanTM version 9.6.1 https://www.satscan.org, Last visited on 10/01/2020; Salim, H.A., Davalos, J.F., FRP composite short-span bridges: analysis, design and testing (1999) J. Adv. Mater., 31 (1), pp. 18-26; Thompson, C., Matousek, M., America's Infrastructure Is Decaying — Here's a Look at How Terrible Things Have Gotten (2019), https://www.businessinsider.com/asce-gives-us-infrastructure-a-d-2017-3, Business Insider (Accessed 31 July 2020); Vega, O.C., Tonini, M., Conedera, M., Kanveski, M., Cluster recognition in spatial-temporal sequences: the case of forest fires (2012) GeoInformatica, 16, pp. 653-673; Wang, M.L., State-of-the-art applications in health monitoring (2004) Invited Presentation to Workshop on Basics of Structural Health Monitoring and Optical Sensing Technologies in Civil Engineering, pp. 13-14. , National Central University Taiwan; Wenzel, H., Geier, R., Engineers, V.V.C., Bridge classification based upon ambient vibration Measurements (2002) Proc. First European Conference on Structural Health Monitoring, Paris, pp. 981-988; Wong, K.Y., Instrumentation and health monitoring of cable-supported bridges (2004) Struct. Contr. Health Monit., 11 (2), pp. 91-124; Yost, J.R., Schmeckpeper, E.R., Strength and serviceability of FRP grid reinforced bridge decks (2001) J. Bridge Eng., 6 (6), pp. 605-612","Kocak, S.; Construction Management at University of West Florida, Building 70 Room 125, United States; email: skocak@uwf.edu",,,"Elsevier Ltd",,,,,26661659,,,,"English","Dev. Built. Environ.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85110496767
"Russian O., Belarbi A., Feng Q., Dawood M.","57203267769;7003314353;8860592300;15135297200;","Investigation of Material Properties for Load Rating of Historical Bridges",2020,"Journal of Bridge Engineering","25","4","04020014","","",,2,"10.1061/(ASCE)BE.1943-5592.0001540","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85078673811&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001540&partnerID=40&md5=5c5b9963accd97ebf77a8146794cbe3b","Dept. of Civil and Environmental Engineering, Univ. of Houston, N107 Engineering Bldg. 1, Houston, TX  77204-4003, United States; Dept. of Industrial Engineering, Univ. of Houston, E206 Engineering Bldg. 2, Houston, TX  77204-4008, United States","Russian, O., Dept. of Civil and Environmental Engineering, Univ. of Houston, N107 Engineering Bldg. 1, Houston, TX  77204-4003, United States; Belarbi, A., Dept. of Civil and Environmental Engineering, Univ. of Houston, N107 Engineering Bldg. 1, Houston, TX  77204-4003, United States; Feng, Q., Dept. of Industrial Engineering, Univ. of Houston, E206 Engineering Bldg. 2, Houston, TX  77204-4008, United States; Dawood, M., Dept. of Civil and Environmental Engineering, Univ. of Houston, N107 Engineering Bldg. 1, Houston, TX  77204-4003, United States","More than 6,500 material test observations of historical reinforcing steel bars, structural steel, and concrete were compiled from the Texas Department of Transportation (TxDOT) database. Statistical distributions were fitted to represent the strengths of concrete and different grades of steel from given eras. Strength values to be used in load ratings of historical bridges were determined based on the 5th-percentile strengths from these distributions. For bridges built prior to 1954, the data support a yield strength increase of up to 40% for reinforcing steel bars based on this approach. The compressive strength used for load ratings of bridges built prior to 1959 could be increased by up to 20% compared with the current guideline. Specific recommended values are applicable to load ratings of Texas bridges, whereas the statistical framework is applicable generally. © 2020 American Society of Civil Engineers.",,"Bars (metal); Compressive strength; Materials handling; Historical bridges; Recommended values; Reinforcing steel bar; Statistical distribution; Statistical framework; Strength increase; Structural steels; Texas department of transportations; Concretes",,,,,"Texas Department of Transportation, TxDOT","This research was funded by the Texas Department of Transportation. Their financial support is gratefully acknowledged. Dario Vieira’s work in experimental testing and data processing was paramount to the completion of this work and is gratefully acknowledged as such. The assistance provided by Dr. Yihui Zhou in data collection is duly appreciated, as is Yajie Jiang’s assistance in data entry. The authors also recognize Jeff Miller’s assistance in the collection of material samples.",,,,,,,,,,"(2015) Manual for Bridge Evaluation, , AASHTO. Washington, DC: AASHTO; (2015) Design Guide 15: Rehabilitation and Retrofit, , AISC. Chicago: AISC; Allen, D.E., (1972) Statistical Study of the Mechanical Properties of Reinforcing Bars, , Building Research Note No. 85. Ottawa: National Research Council; Bournonville, M., Dahnke, J., Darwin, D., (2004) Statistical Analysis of the Mechanical Properties and Weight of Reinforcing Bars., , SL Rep. No. 04-1. Lawrence, KS: Univ. of Kansas; (2001) Evaluation of Reinforcing Bars in Old Reinforced Concrete Structures., , CRSI (Concrete Reinforcing Steel Institute). Engineering Data Rep. No. 48. Schaumburg, IL: CRSI; (2018) National Bridge Inventory, , FHWA (Federal Highway Administration). Washington, DC: FHWA; Galambos, T.V., Ravindra, M.K., Properties of steel for use in LRFD (1978) J. Struct. Eng. Div., 104 (ST9), pp. 1459-1468; Mirza, S.A., Macgregor, J.G., Variability of mechanical properties of reinforcing bars (1979) J. Struct. Div., 105, pp. 921-937. , MAY; Montgomery, D.C., Tunger, G.C., Hubele, N.F., (1998) Engineering Statistics, , New York: Wiley; Nowak, A.S., Szerszen, M.M., Calibration of design code for buildings (ACI 318): Part 1 - Statistical models of resistance (2003) ACI Struct. J., 100 (3), pp. 377-382; Pownuk, A., Kreinovich, V., (2017) Why Mixture of Probability Distributions, , http://digitalcommons.utep.edu/cs_techrep/1103, Accessed July 15, 2019","Russian, O.; Dept. of Civil and Environmental Engineering, N107 Engineering Bldg. 1, United States",,,"American Society of Civil Engineers (ASCE)",,,,,10840702,,JBENF,,"English","J Bridge Eng",Article,"Final","",Scopus,2-s2.0-85078673811
"Verdugo P., Astudillo-Rodriguez C., Verdugo J., Lima J.-F., Cedillo S.","57218277844;57209981872;57218282957;57212381912;57218278784;","Documentation and Scientific Archiving: Digital Repository",2020,"Advances in Intelligent Systems and Computing","1218 AISC",,,"296","302",,2,"10.1007/978-3-030-51626-0_38","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85088582525&doi=10.1007%2f978-3-030-51626-0_38&partnerID=40&md5=b9d01dd2a095fdc4fa57c3328b1d5584","LIDI, Universidad del Azuay, Cuenca, Ecuador; Escuela de Ingeniería en Ciencias de la Computación, Universidad del Azuay, Cuenca, Ecuador","Verdugo, P., LIDI, Universidad del Azuay, Cuenca, Ecuador, Escuela de Ingeniería en Ciencias de la Computación, Universidad del Azuay, Cuenca, Ecuador; Astudillo-Rodriguez, C., LIDI, Universidad del Azuay, Cuenca, Ecuador, Escuela de Ingeniería en Ciencias de la Computación, Universidad del Azuay, Cuenca, Ecuador; Verdugo, J., LIDI, Universidad del Azuay, Cuenca, Ecuador, Escuela de Ingeniería en Ciencias de la Computación, Universidad del Azuay, Cuenca, Ecuador; Lima, J.-F., LIDI, Universidad del Azuay, Cuenca, Ecuador, Escuela de Ingeniería en Ciencias de la Computación, Universidad del Azuay, Cuenca, Ecuador; Cedillo, S., Escuela de Ingeniería en Ciencias de la Computación, Universidad del Azuay, Cuenca, Ecuador","Documentation and archiving tools were developed for using with descriptive linguistics and then became a discipline called Linguistics of Documentation in 1998. The aim of this discipline is to preserve documents and primary data of linguistic, anthropological, archaeological and humanistic research. In 2018 the University of Azuay signed a Framework Agreement for Scientific and Technological Cooperation with several partners: CONICET Argentina, the Peruvian Amazon Research Institute, the University of Chile, the National University of Formosa, the Center for Anthropological Studies of the Catholic University of Paraguay, the National University of San Juan, Argentina; and the Pontifical Catholic University of Peru to contribute to the documentation, preservation and dissemination of linguistic and cultural heritage. The main objective of this research is to create a website called ‘Documentation and scientific Archiving’ that facilitates the use and exchange access to a corpus of resources from various disciplines for scientific and educational purposes. The premise of the methodology used for the development of the website is an orientation to various disciplines. The synthesis focused on the review of the characteristics of sites of similar purpose. The study considered three major stages for the synthesis of the web application: 1) the detailed review of 11 websites allowed identification of the entities and attributes used as the basis for development; 2) the quantification of entities and the attributes found in those pages were the key to deciding that the website covered multiple disciplines or lines of research i.e. the key attributes for handling multimedia files were evidenced; 3) the identification of user requirements. The “Documentation and scientific Archiving” website is expected to be functional for both researchers and users to help maintain and preserve the country’s linguistic and cultural heritage. In addition to UDA researchers, other local and national universities can file their research inventories on the site where they can be preserved, reviewed, exchanged and used by other Latin American researchers. Finally, today, technology has become a fundamental aid for the development of research projects, building bridges between linguistic, anthropological, archaeological, humanistic research and the development and creation of applications and websites. © 2020, The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerland AG.","Archiving research; Documentation; Linguistics data","Historic preservation; Human engineering; Websites; Cultural heritages; Digital repository; Framework agreements; Multimedia files; Multiple disciplines; Peruvian amazons; Research institutes; User requirements; Linguistics",,,,,,"This work is part of the “Lingüística de la documentación: red de archivos lingüísticos, arqueológicos y humanísticos” project, supported by the University of Azuay, with the contribution of the partners of the international “Agreement for Scientific and Technological Cooperation.”",,,,,,,,,,"Himmelmann, N.P., (1998) Documentary and descriptive linguistics; Bird, S., Simons, G., Seven dimensions of portability for language documentation and description (2003) Language (Baltim), 79, pp. 557-582; Evans, N., Review of essentials of language documentation (2008) Lang. Doc. Conserv, 2, pp. 340-350; Woodbury, A.C., Defining documentary linguistics (2003) Lang. Doc. Descr, 1, pp. 35-51; Del Gizzo, L., El canon frente al Archivo. Avatares metodológicos de una relación complementaria (2018) Chuy. Rev. Estud. Lit. Latinoam, 5, pp. 45-69; Barbacci, M., (2004) Software quality attributes: modifiability and usability, , Software Engineering Institute, Carnegie Mellon University Pittsburgh PA, 15213; (2019) Repositorio Digital Archivo DILA, , CAICYT-CONICET; (2019) Archive of the Indigenous Languages of Latin America (AILLA), , University of Texas at Austin; Lewis, M.P., Simons, G.F., Fennig, C.D., (2013) Ethnologue Language World, pp. 233-262. , (eds) (2015); (2019), University of London: Endangered Languages Archive at SOAS University of London; (2019) Repositorio Digital de la Universidad de Chile, , Universidad de Chile; (2019) Instituto de Investigaciones de la Amazonía Peruana: Repositorio Digital IIAP; (2019) Editorial de la Universidad Nacional de la Formosa, , Universidad Nacional de la Formosa; (2019) Revista Estudios Paraguayos (CEADUC-UC), , Centro de estudios Antropológicos; (2019) Pontificia Universidad Católica del Perú: Directorio de investigadores PUCP; (2019) Repositorio Institucional de la UDA, , Universidad del Azuay; (2019) Department of Empirical Linguistics: Essentials of Language Documentation; Nwosu, K.C., Thuraisingham, B., Berra, P.B., (2012) Multimedia Database Systems: design and Implementation Strategies, , Springer, Heidelberg; Tang, J., Cui, Y., Li, Q., Ren, K., Liu, J., Buyya, R., Ensuring security and privacy preservation for cloud data services (2016) ACM Comput. Surv, 49, p. 13; Lew, P., Olsina, L., Zhang, L., Quality, quality in use, actual usability and user experience as key drivers for web application evaluation (2010) Web Engineering, pp. 218-232. , Benatallah, B., Casati, F., Kappel, G., and Rossi, G. (eds) Springer. Berlin; Golluscio, L., Vidal, A., (2018) Reflections on language documentation in the Chaco; Cervone, H.F., Understanding agile project management methods using Scrum (2011) OCLC Syst. Serv. Int. Digit. Libr. Perspect, 27, pp. 18-22; Jingling, Z., Rulin, G., A new framework of security vulnerabilities detection in PHP web application (2015) 2015 9th International Conference on Innovative Mobile and Internet Services in Ubiquitous Computing, pp. 271-276; Das, R., Saikia, L.P., Comparison of procedural PHP with Codeigniter and Laravel Framework (2016) Int. J. Curr. Trends Eng. Res, 2, pp. 42-48","Verdugo, P.; LIDI, Ecuador; email: pverdugo@uazuay.edu.ec","Markopoulos E.Goonetilleke R.S.Ho A.G.Luximon Y.",,"Springer","AHFE Virtual Conference on Creativity, Innovation and Entrepreneurship and the Virtual Conference on Human Factors in Communication of Design, 2020","16 July 2020 through 20 July 2020",,241969,21945357,9783030516253,,,"English","Adv. Intell. Sys. Comput.",Conference Paper,"Final","",Scopus,2-s2.0-85088582525
"Perticarini M., Callegaro C., Carraro F., Mazzariol A.","57211004435;56147545800;57210324514;57203538277;","Two methods of optimization for an ar project: Mesh retopology and use of pbr materials",2020,"Advances in Intelligent Systems and Computing","1140",,,"1008","1015",,2,"10.1007/978-3-030-41018-6_82","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85083954765&doi=10.1007%2f978-3-030-41018-6_82&partnerID=40&md5=0ea578df4fd3b95c5a86f9ae1b060b2a","Department of Civil, Environmental and Architectural Engineering (ICEA), Università degli Studi di Padova, Via F.Marzolo 9, Padua, 35131, Italy; Department of Cultural Heritage (DBC), Università degli Studi di Padova, Piazza Capitaniato 7, Padua, 35139, Italy","Perticarini, M., Department of Civil, Environmental and Architectural Engineering (ICEA), Università degli Studi di Padova, Via F.Marzolo 9, Padua, 35131, Italy; Callegaro, C., Department of Civil, Environmental and Architectural Engineering (ICEA), Università degli Studi di Padova, Via F.Marzolo 9, Padua, 35131, Italy; Carraro, F., Department of Cultural Heritage (DBC), Università degli Studi di Padova, Piazza Capitaniato 7, Padua, 35139, Italy; Mazzariol, A., Department of Cultural Heritage (DBC), Università degli Studi di Padova, Piazza Capitaniato 7, Padua, 35139, Italy","In an augmented reality project dealing with complex objects with a large scale, it is necessary to minimize the number of polygons of a mesh. The challenge is trying to find a compromise between accuracy, details and fluidity of the representation. Starting from two different surveys (Laser Scanner and Photogrammetry) with high resolution, two paths have been identified: the first one consists on the retopology of the mesh obtained from the point cloud with the help of software like Instant Mesh; the second one relies on the complete remodelling of the artefact, trying to simplify its structure in macro-elements using Retopoflow tool in Blender. The level of detail is preserved in both cases: in the first, the “quad mesh” keeps complex geometries minimizing the number of polygons; in the other an accurate management of texture of PBR materials returns realism with simple shapes, with a lower number of polygons. These methods have been applied to the reconstruction of San Lorenzo Bridge, one of the ancient monuments of the Roman Padova no longer visible, examined by the research project PD-Invisible. Results validate that the second method is more effective, ensuring an excellent realism in the rendering phases, minimizing the size of the file. © Springer Nature Switzerland AG 2020.","Cultural heritage; PBR; Photogrammetry; Point cloud; Quad mesh; Retopology","Augmented reality; Textures; Ancient monuments; Complex geometries; Complex objects; High resolution; Laser scanner; Level of detail; Macro element; Minimizing the number of; Mesh generation",,,,,"European Social Fund, ESF; Regione del Veneto","The activity presented in the paper is part of the research grant “FSE 2105-18-11-2018, PD-Invisible: PaDova INnovative VISions – visualizations and Imaginings Behind the city Learning”. We would like to express our appreciation to Comune di Padova, Musei Civici agli Eremitani and Soprintendenza Archeologia, Belle Arti e Paesaggio per l’area metropolitana di Venezia e le province di Belluno, Padova e Treviso for the endorsement and the collaboration.","The project PD-Invisible (Invisible Padova) is a research project funded by Regione Veneto by means of the European Social Fund. The aim of the European program is to support economic and social cohesion policies, as well as technological and research integration. Indeed PD-invisible is a multidisciplinary project, connecting Cultural Heritage (the Department of Cultural Heritage of the University of Padova) with the Architectural and Engineering context (Department of Civil, Environmental and Architectural Engineering of the University of Padova). The project aims to hand back to the city of Padova the awareness of a rich heritage hidden under the modern city’s surface. They are mainly Roman monuments, no more accessible or visible, but still",,,,,,,,,"Aiello, D., Basso, A., Spena, M.T., D’Agostino, G., Montedoro, U., Galizia, M., Grasso, R., Santagati, C., The virtual batcave: A project for the safeguard of a Unesco Whl Fragile ecosystem (2019) Isprs-International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 42 2/W9, pp. 17-24. , vol., pp; Baik, A., From point cloud to Jeddah Heritage BIM Nasif historical house – case study (2017) Digit. Appl. Archaeol. Cult. Herit., 4, pp. 1-18; Barazzetti, L., Banfi, F., Historic BIM for mobile VR/AR applications (2017) Mixed Reality and Gamification for Cultural Heritage, pp. 271-290. , pp., Springer, New York; Battini, C., Vecchiattini, R., Survey and restoration: New ways of interaction (2017) Isprs-International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 42 2/5W1, pp. 655-662. , pp; Bommes, D., Lévy, B., Pietroni, N., Puppo, E., Silva, C., Tarini, M., Zorin, D., State of the art in quad meshing (2012) Eurographics STARS, pp. 1-24. , pp; Bonetto, J., Pettenò, E., Veronese, F., (2017) Padova. La città Di Tito Livio, Cleup, Padova; Bosio, L., de Fogolari, G., Chieco Bianchi, A.M., Pellegrini, G.B., Sartori, F., Bassignano, M.S., Prosdocimi, A., Forlati Tamaro, B., (1981) Padova Antica. Da comunità Paleoveneta a città Romano-Cristiana, , Edizioni Lint, Trieste; Braccesi, L., Veronese, F., (2014) Padova Romana: Da Augusto a Teodorico, , Cierre, Verona; Cipriano, S., Mazzocchin, S., (2011) Bonifiche Con Anfore a Padova: Note Di Aggiornamento Alla Cronologia E Alla Distribuzione Topografica. Tra Protostoria E Storia. Studi in Onore Di Loredana Capuis, pp. 331-367. , pp., Quasar, Roma; Fabbrichesi, R., (1941) Ponti Romani in Padova, , Colombo, Roma; Galliazzo, V., (1971) I Ponti Di Padova Romana, , Saggio di archeologia urbanistica, Cedam, Padova; Galliazzo, V., (1995) I Ponti Romani, , Canova, Treviso; Gasparotto, C., (1951) Padova Romana, , L’Erma di Bretschneider, Roma; Huang, J., Zhou, Y., Niessner, M., Shewchuk, J.R., Guibas, L.J., QuadriFlow: A scalable and robust method for quadrangulation (2018) Comput. Graph. Forum, 37 (5), pp. 147-160; Huffman, K.L., Giordano, A., Bruzelius, C., Visualizing Venice (2018) Mapping and Modeling Time and Change in a City, , Routledge, London; Pesavento Mattioli, S., Le prime sette miglia della strada romana da Padova ad Altino (1986) Quaderni Di Archeologia Del Veneto, 2, pp. 126-134; Qian, K., Li, Y., Su, K., Zhang, J., A measure-driven method for normal mapping and normal map design of 3D models (2018) Multimed. Tools Appl., 77 (24), pp. 31969-31989; Quattrini, R., Battini, C., Mammoli, R., HBIM to VR. Semantic awareness and data enrichment interoperability for parametric libraries of historical architecture (2018) Isprs-International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 42-2, pp. 937-943. , vol., pp; Rizzoli, L., Il ponte di San Lorenzo e gli altri ponti romani di Padova (1934) Bollettino dell’Associazione Dei Laureati nell’Università Di Padova, 12, pp. 1-6; Rossi, C., (2014) Le Necropoli Urbane Di Padova Romana, , Padova University Press, Padova; Tosi, G., Aspetti urbanistici ed architettonici di Padova antica alla luce delle fonti storiche e di vecchi e nuovi rinvenimenti (2002) Antenor, 3, pp. 87-127","Perticarini, M.; Department of Civil, Via F.Marzolo 9, Italy; email: maurizio.perticarini@unipd.it","Cicalo E.",,"Springer","1st International and Interdisciplinary Conference on Image and Imagination, IMG 2019","4 July 2019 through 5 July 2019",,238989,21945357,9783030410179,,,"English","Adv. Intell. Sys. Comput.",Conference Paper,"Final","",Scopus,2-s2.0-85083954765
"Viala R., Placet V., Le Conte S., Vaiedelich S., Cogan S.","57190258752;18438261100;6508113403;15830858800;7006885966;","Model-Based decision support methods applied to the conservation of musical instruments: Application to an antique cello",2020,"Conference Proceedings of the Society for Experimental Mechanics Series",,,,"223","227",,2,"10.1007/978-3-030-12075-7_25","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067352612&doi=10.1007%2f978-3-030-12075-7_25&partnerID=40&md5=10a4cb24a5e4c8e2df5e2a863079bdea","Department of Applied Mechanics, University of Bourgogne-Franche-Comté, FEMTO-ST Institute, CNRS/UFC/ENSMM/UTBM, Besançon, France; Equipe Conservation Recherche, Musée de la musique, Paris, France; Centre de Recherche sur la Conservation (CRC), Muséum National d’Histoire Naturelle, CNRS, Ministère de la Culture, Paris, France","Viala, R., Department of Applied Mechanics, University of Bourgogne-Franche-Comté, FEMTO-ST Institute, CNRS/UFC/ENSMM/UTBM, Besançon, France; Placet, V., Department of Applied Mechanics, University of Bourgogne-Franche-Comté, FEMTO-ST Institute, CNRS/UFC/ENSMM/UTBM, Besançon, France; Le Conte, S., Equipe Conservation Recherche, Musée de la musique, Paris, France, Centre de Recherche sur la Conservation (CRC), Muséum National d’Histoire Naturelle, CNRS, Ministère de la Culture, Paris, France; Vaiedelich, S., Equipe Conservation Recherche, Musée de la musique, Paris, France, Centre de Recherche sur la Conservation (CRC), Muséum National d’Histoire Naturelle, CNRS, Ministère de la Culture, Paris, France; Cogan, S., Department of Applied Mechanics, University of Bourgogne-Franche-Comté, FEMTO-ST Institute, CNRS/UFC/ENSMM/UTBM, Besançon, France","In musical instrument making and restoration domains, the variability of the materials and the irreversibility of the changes are issues for the experimental study of the impact of design changes and restorations on musical instruments. In addition, the analytical methods based on simplified geometries and models are not sufficiently detailed for the study of complex structures and phenomena. The virtual prototyping, and its different capabilities, can be a powerful method for instrument makers and museum curators as a decision support tool. Nevertheless, the accuracy of the model is an important matter to assess good predictions. In the case of antique and unique instruments, it is sometimes hard to obtain exhaustive geometrical properties. Similarly, it is also difficult to evaluate the material properties of full instruments, and this uncertainty may have a strong impact on the output features of the numerical models. In this study, a numerical model of cello is developed using finite element method. It is used to evaluate the impact of a modification of a geometrical property on dynamical features. It is shown that the lack of knowledge on the arching height of the top and back plates of a cello has a strong impact on the computed dynamical properties of the cello. Secondly, the model is considered with and without repair cleats and defects like galleries excavated by wood-boring insects. It is observed that the bridge admittance exhibits discrepancies above 220 Hz which is in the low frequencies domain of the model and quantify the impact of repairs. This model capability is a starting point for further simulations accounting for material and geometrical uncertainties and to assess the confidence level of a model for restoration issues. © Society for Experimental Mechanics, Inc. 2020.","Cultural heritage conservation; Dynamical modelling; Finite element model; Musical acoustics; Virtual prototyping","Decision support systems; Geometry; Historic preservation; Musical instruments; Numerical methods; Numerical models; Restoration; Structural dynamics; Uncertainty analysis; Virtual prototyping; Cultural heritage conservation; Decision support tools; Decision supports; Dynamical features; Dynamical properties; Geometrical property; Geometrical uncertainty; Musical acoustics; Finite element method",,,,,,,,,,,,,,,,"Knott, G.A., (1987) A Modal Analysis of the Violin Using MSC/NASTRAN and PATRAN, , Naval Postgraduate School, Monterey, CA; Pyrkosz, M.A., Reverse engineering the structural and acoustic behavior of a Stradivari violin (2013) Dissertation, Michigan Technological University; Gough, C., Vibrational Modes of the Violin Family (2013) SMAC 13 Stockholm, pp. 66-74; Viala, R., Placet, V., Cogan, S., Foltête, E., Model-based effects screening of stringed instruments (2016) Conference Proceedings of the Society for Experimental Mechanics Series, 3, pp. 151-157. , vol., pp; Viala, R., Towards a model-based decision support tool for stringed musical instrument making (2018) Dissertation, Université Bourgogne Franche-comté; van den Bulcke, J., van Loo, D., Dierick, M., Masschaele, B., van Hoorebeke, L., van Acker, J., Nondestructive research on wooden musical instruments: From macro-to microscale imaging with lab-based X-ray CT systems (2015) J. Cult. Herit., 27, pp. S78-S87; Sirr, S., Waddle, J., X-ray CT measurements of the internal corpus volume and a new soundpost – corpus volume relationship for stringed instruments of the violin family (2009) J. Violin Soc. Am. XXII, (1), pp. 1-12; Le Conte, S., Vaiedelich, S., François, M.L.M., A wood viscoelasticity measurement technique and applications to musical instruments: First results (2007) J. Violin Soc. Am., 21, pp. 1-7; Le Conte, S., Vaiedelich, S., Thomas, J.H., Muliava, V., de Reyer, D., Maurin, E., Acoustic emission to detect xylophagous insects in wooden musical instrument (2015) J. Cult. Herit., 16 (3), pp. 338-343. , Elsevier Masson SAS; Fouilhé, E., Houssay, A., (2013) String “After-Length” and the Cello Tailpiece: Acoustics and Perception, , SMAC 13, April 2014, 0–5; Fouilhé, E., Goli, G., Houssay, A., Stoppani, G., Vibration modes of the cello tailpiece (2011) Arch. Acoust., 36 (4), pp. 713-726; Firth, I.A.N.M., Buchanan, J.M., The wolf in the cello (1971) J. Acoust. Soc. Am., 53, pp. 457-463; Wake, H.S., (1975) A ‘Strad’ Mode. Wake Publishing, , Glastonbury; Viala, R., Placet, V., Cogan, S., Identification of the anisotropic elastic and damping properties of complex shape composite parts using an inverse method based on finite element model updating and 3D velocity fields measurements (FEMU-3DVF): Application to bio-based composite violin soundboard (2018) Compos. A: Appl. Sci. Manuf., 106, pp. 91-103; Guitard, D., El Amri, F., Modèles prévisionnels de comportement élastique tridimensionnel pour les bois feuillus et les bois résineux (1987) Ann. Sci. For., 44 (3), pp. 335-358; Allemang, R.J., Brown, D.L., A correlation coefficient for modal vector analysis (1982) First International Modal Analysis Conference, pp. 110-116. , pp; Zhang, A., Woodhouse, J., Stoppani, G., Motion of the cello bridge (2016) J. Acoust. Soc. Am., 140 (4), pp. 2636-2645; Zhang, A., Woodhouse, J., Reliability of the input admittance of bowed-string instruments measured by the hammer method (2014) J. Acoust. Soc. Am., 136 (6), pp. 3371-3381; Askenfelt, A., (1982) Quarterly Progress and Status Report Eigenmodes and Tone Quality of the Double Bass, 23, pp. 149-174. , STL-QSPR","Viala, R.; Department of Applied Mechanics, France; email: romain.viala@univ-fcomte.fr","Barthorpe R.",,"Springer New York LLC","37th IMAC, A Conference and Exposition on Structural Dynamics, 2019","28 January 2019 through 31 January 2019",,225789,21915644,9783030120740,,,"English","Conf. Proc. Soc. Exp. Mech. Ser.",Conference Paper,"Final","All Open Access, Green",Scopus,2-s2.0-85067352612
"De'Ath S.P., Heap C.B.","57211785886;57205730803;","The historic River Witham Bridge, Lincoln, UK",2019,"Proceedings of the Institution of Civil Engineers: Bridge Engineering","172","4",,"324","334",,2,"10.1680/jbren.18.00057","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85075024271&doi=10.1680%2fjbren.18.00057&partnerID=40&md5=3c2837b24067588cd730ea95ba33fb69","Network Rail, York, United Kingdom","De'Ath, S.P., Network Rail, York, United Kingdom; Heap, C.B., Network Rail, York, United Kingdom","River Witham Bridge in Lincoln, UK, is an underline railway bridge carrying two tracks over the River Witham and is owned by Network Rail. The bridge was listed in 1999 to recognise the historical significance of the 1848 river span, which comprises very rare tubular edge girders patented by the engineer William Fairbairn. The bridge was found to be in poor condition and have an inadequate assessed capacity for current rail traffic. To address these issues the bridge was successfully reconstructed in 2017, while the historic river span was also repaired and conserved - an essential element of the project. The conserved girders from the original river span were reinstated beneath the reconstructed bridge deck, maintaining the historic fabric and appearance of the original bridge for the benefit of future generations. The asset management, historical significance, maintenance, mitigation, reconstruction and conservation of this historic bridge are described in this paper. © 2019 ICE Publishing: All rights reserved.","bridges; conservation; maintenance & inspection","Binary alloys; Bridges; Conservation; Railroad transportation; Essential elements; Future generations; Historic bridges; Network Rail; Rail traffic; Railway bridges; Rivers",,,,,,,,,,,,,,,,"Barton, B., (1998) Stamp End Railway Bridge Lincoln, 33. , Society for Lincolnshire History and Archaeology, Lincoln, UK; Bickerdike, G., (2016) Opposing Forces, , https://www.railengineer.uk/2016/08/03/opposing-forces, Rail Engineer, Coalville, UK. (accessed 05/11/2018); Dreicer, G., Building bridges and boundaries: The lattice and the tube, 1820-1860 (2009) Technology and Culture, 51 (1), pp. 126-163; (2008) Conservation Principles, Policies and Guidance, , English Heritage, London, UK; Fairbairn, W., (1847) Improvements in the Construction of Iron Beams for the Erection of Bridges and Other Structures, , UK Patent, Apr; Fernandez, S., Engineer's approach to conservation (2017) Proceedings of the Institution of Civil Engineers - Engineering History and Heritage, 170 (2), pp. 53-66. , https://doi.org/10.1680/jenhh.16.00018; Foster, S., (2014) Conserving the Railway's Past - Interview with Andy Savage of the Railway Heritage Trust, , https://www.railmagazine.com/trains/conserving-therailway-s-past, accessed 20/06/2019; (2003) Design Manual for Roads and Bridges, Volume 3, Section 2, Part 4. BD89/03 the Conservation of Highway Structures, , The Stationery Office, London, UK; (1999) Stamp End Bridge, , https://historicengland.org.uk/listing/the-list/list-entry/1388768, HE, London, UK. (accessed 05/11/2018); (2017) Infrastructure: Transport, Listing Selection Guide, , HE. HE, London, UK; (2014) Panel for Historical Engineering Works, , https://www.ice.org.uk/knowledge-and-resources/historical-engineering-works/details?hewID=2734, ICE (Institution of Civil Engineers). ICE, London, UK. (accessed 20/06/2019); (2006) NR/GN/CIV/025 Issue 3: The Structural Assessment of Underbridges, , NR (Network Rail). NR, London, UK; (2010) Derailment of A Freight Train near Stewarton, , RAIB, Derby, UK; Rapley, J., (2003) The Britannia and other Tubular Bridges, , The History Press, Stroud, UK; Smith, S., The development and use of the tubular beam 1830-1860 (2016) Structural Iron and Steel 1850-1900, pp. 93-128. , (Thorne R (ed.)). Routledge, Abingdon, UK; Thorne, R., Brooks, T., (2016) River Witham Bridge Statement of Significance, , Alan Baxter Ltd, London, UK; (2011) Media Briefing Sheet - Conservation of Heritage Bridges, , UKBB (UK Bridges Board). UKBB, London, UK",,,,"ICE Publishing",,,,,14784637,,,,"English","Proc. Inst. Civ. Eng. Bridge Eng.",Article,"Final","",Scopus,2-s2.0-85075024271
"Di Prisco M.","7003649634;","Critical infrastructures in Italy: State of the art, case studies, rational approaches to select the intervention priorities",2019,"fib Symposium",,,,"49","58",,2,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85134853757&partnerID=40&md5=bbddfff07b060a7a393b6c95577be11b","Department of Civil and Environmental Engineering, Politecnico di Milano, Italy","Di Prisco, M., Department of Civil and Environmental Engineering, Politecnico di Milano, Italy","The collapse risk is a factor associated to the construction of any structure or infrastructure: Maintenance and monitoring are actions aimed at reducing this risk, but they cannot reduce it to zero. The lack of a plan of maintenance procedures, established by the designer at the construction time, jointed to the neglecting of robustness principle in the conceptual design as well as of some possible extreme events correlated to the infrastructure far-field are the main causes of the collapses observed. The lack of a generalized consent of the technical and scientific community on the procedures to be pursued at the end of the expected life contribute also to increase the scattering of safety conditions in many infrastructures used in the road traffic. After a generalized discussion on the main causes of collapse, a specific analysis on Italian infrastructure situation aimed at highlighting the significant difference between the railway infrastructures from the road ones is proposed. An analysis of few collapse case studies like that one of Annone overpass, or that one on SP10 crossing the highway A14 near Ancona, as well as a discussion on the uncertainties in the diagnosis of historical bridges like Azzone bridge or on the critical aspects met in the design of intervention on relatively old bridges made of steel or post-tensioned reinforced concrete will be instrumental at giving a faceted overview of this complex problem that the next Model Code will try to deal with an organic vision. Finally, a brief nod on the main activities in progress to overcome this critical situation at both national and regional levels is outlined. © fédération internationale du béton (fib).","Bridge collapse; Diagnostics techniques; Identification tests; Mechanical characterization; Priority intervention strategies; Safety indexes; Steel-bar oxidation measures; Structural robustness","Conceptual design; Railroad transportation; Reinforced concrete; Roads and streets; Structural design; Uncertainty analysis; Complex problems; Construction time; Historical bridges; Maintenance procedures; Railway infrastructure; Safety condition; Scientific community; State of the art; Bridges",,,,,,,,,,,,,,,,"Botros, A.W., Klein, G.J., Lucier, G.W., Rizkalla, S.H., Zia, P., Dapped ends of prestressed concrete thinstemmed members: Part 1, experimental testing and behavior (2017) PCI Journal, 62 (2), pp. 61-82; Desnerck, P., Lees, J.M., Morley, C.T., The effect of local reinforcing bar reductions and anchorage zone cracking on the load capacity of RC half-joints (2017) Eng. Structures, 152, pp. 865-877; Di Prisco, M., Colombo, M., Martinelli, P., Coronelli, D., The technical causes of the collapse of Annone overpass on SS.36 (2018) Proc. of Italian Concrete Days, , Lecco; Di Prisco, M., Scola, M., Zani, G., On site assessment of Azzone Visconti bridge in Lecco: Limits and reliability of current techniques (2019) Construction and Building Materials, 209, pp. 269-282; Malerba, P.G., Inspecting and Repairing old bridges: Experiences and lessons (2014) Structure and Infrastructure Engineering, 10, 4, pp. 443-470; Martinelli, P., Galli, A., Barazzetti, L., Colombo, M., Felicetti, R., Previtali, M., Roncoroni, F., Di Prisco, M., Bearing capacity assessment of a 14th century arch bridge in Lecco (Italy) (2018) International Journal of Architectural Heritage, 12 (2), pp. 237-256; Tobias, D.H., Bardow, A.K., Dekelbab, W., Kapur, J., Keever, M., Saiidi, M.S., Sletten, J.J., Yen, W.P., Multihazard extreme event design for accelerated bridge construction (2014) Practice Periodical on Structural Design and Construction, 19 (2); Wardhana, K., Hadipriono, F.C., Analysis of recent bridge failures in the United States (2003) Journal of Performance of Constructed Facilities, 17 (3), pp. 144-150","Di Prisco, M.; Department of Civil and Environmental Engineering, Italy; email: marco.diprisco@polimi.it","Derkowski W.Gwozdziewicz P.Hojdys L.Krajewski P.Pantak M.",,"fib. The International Federation for Structural Concrete","International fib Symposium on Concrete Innovations in Materials, Design and Structures, 2019","27 May 2019 through 29 May 2019",,267649,26174820,9782940643004,,,"English","fib. Symp.",Conference Paper,"Final","",Scopus,2-s2.0-85134853757
"Fioriti V.A., Roselli I., de Canio G.","6503963909;6507903563;36100105000;","Modal identification from motion magnification of ancient monuments supported by blind source separation algorithms",2019,"COMPDYN Proceedings","3",,,"3870","3880",,2,"10.7712/120119.7192.19033","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85079099716&doi=10.7712%2f120119.7192.19033&partnerID=40&md5=4b60fe28272a888b8695f5d84babcd96","ENEA Casaccia R. C., Via Anguillarese 301, Rome, 00123, Italy","Fioriti, V.A., ENEA Casaccia R. C., Via Anguillarese 301, Rome, 00123, Italy; Roselli, I., ENEA Casaccia R. C., Via Anguillarese 301, Rome, 00123, Italy; de Canio, G., ENEA Casaccia R. C., Via Anguillarese 301, Rome, 00123, Italy","Motion Magnification (MM) is an emerging video processing methodology that acts like a microscope for motion in digital videos. Hardly visible motions are magnified leaving unchanged the general topology of the image. Therefore, the micro-displacements produced by vibrations can be amplified greatly and made available to the standard frequency domain analysis. The MM was recently successfully explored as a viable method to perform modal identification, at least in laboratory. In outdoor environment ambient vibration acquisitions are unavoidably affected by significant noise disturbing the modes identification. However, the first three or four modes, which are usually the most relevant to the dynamic behaviour of most structures, can be identified with little supervision, possibly reducing the calculation requirements as much as possible. All these tasks may be accomplished using MM together with the Blind Source Separation (BSS) algorithm. BSS allows the separation of mixed signals without previously known information about the mixture. MM provides the data while the BSS improves the identification of the modes by separating their contribution within the mixed noisy signals. A case-study is proposed to explore the application of the methodology to large ancient masonry structures, which represent very challenging objects for their structural complexities and heterogeneities. In particular, the studied structure was represented by an ancient bridge, the Ponte delle Torri, Spoleto. Due to the outdoor environmental difficulties, to the state of damage of the bridge and to the high level of noise in the video footages, this case-study has to be considered a very demanding one, nevertheless the modes were identified with good approximation in comparison to the results by Operational Modal Analysis (OMA) techniques, applied to ambient vibration data from seismographs equipped with accurate triaxial velocimeters. © 2019 The authors.","Blind Source Separation; Modal Identification; Motion Magnification","Computational methods; Computer graphics; Earthquake engineering; Engineering geology; Frequency domain analysis; Frequency standards; Geophysics; Modal analysis; Multimedia systems; Structural dynamics; Vibration analysis; Video signal processing; Dynamic behaviours; Environmental difficulty; Micro displacement; Modal identification; Motion Magnification; Operational modal analysis; Outdoor environment; Structural complexity; Blind source separation",,,,,,,,,,,,,,,,"de Canio, G., Mongelli, M., Roselli, I., Tatì, A., Addessi, D., Nocera, M., Liberatore, D., Numerical and Operational modal analyses of the Ponte delle Torri, Spoleto, Italy (2016) 10th International Conference on Structural Analysis of Historical Constructions (SAHC), pp. 752-758. , Leuven, Belgium, 13-15 September; Yu-Wu, H., Eulerian video magnification for revealing subtle changes in the world (2012) ACM Transactions on Graphics (TOG), 31 (4), p. 65; Hyvarinen, A., Karhunen, J., Oja, E., Independent Component Analysis, , https://www.cs.helsinki.fi/u/ahyvarin/papers/bookfinal_ICA; McNeill, S., Zimmermann, D., A framework for blind modal identification (2008) Mech. Sys. Sig. Proc., 22 (7), pp. 1526-1548; McNeill, S., An analytic formulation for blind modal identification (2012) Journal of Vibration and Control, 18 (14), pp. 2111-2121; McNeill, S., (2007) Modal Identification Using Blind Source Separation Techniques, , PhD Dissertation, Houston, Department Mechanical Engineering, University of Houston, Texas; Wadhwa, N., Wu, H., Davis, A., Rubinstein, M., Shih, E., Mysore, G., Chen, J., Durand, F., Eulerian video magnification and analysis (2017) Communications of the ACM, 60 (1), pp. 87-95; Fioriti, V., Roselli, I., Tatì, A., Romano, R., Motion magnification analysis for structural monitoring of ancient constructions (2018) Measurement, 129, pp. 375-380; Roselli, I., Malena, M., Mongelli, M., Cavalagli, N., Gioffrè, M., de Canio, G., de Felice, G., Structural health monitoring by ambient vibration testing of the ‘Ponte delle Torri’ of Spoleto during the 2016-2017 Central Italy seismic sequence (2018) Int. J. Civil Struct. Health Monitor., 8 (2), pp. 199-216; Fioriti, V., Roselli, I., Tatì, A., de Canio, G., Motion magnification for urban buildings (2017) 12th International Conference on Critical Information Infrastructures Security (LNCS 10707, pp. 253-260. , Lucca, Italy, October 8-13; Roselli, I., Tatì, A., Fioriti, V., Bellagamba, I., Mongelli, M., Romano, R., de Canio, G., Magnani Cianetti, M., Integrated approach to structural diagnosis by nondestructive techniques: The case of the Temple of Minerva Medica (2018) ACTA IMEKO, 7 (3), pp. 13-19",,"Papadrakakis M.Fragiadakis M.",,"National Technical University of Athens","7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2019","24 June 2019 through 26 June 2019",,157145,26233347,9786188284456,,,"English","COMPDYN Proceedings",Conference Paper,"Final","",Scopus,2-s2.0-85079099716
"Alani A.M., Tosti F., Banks K., Ciampoli L.B., Benedetto A.","6603960284;55752556500;56457926000;57195625280;7004429875;","Non-destructive assessment of a historic masonry arch bridge using ground penetrating radar and 3D laser scanner",2019,"IMEKO International Conference on Metrology for Archaeology and Cultural Heritage, MetroArchaeo 2017",,,,"96","99",,2,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85070504659&partnerID=40&md5=e2cc3cf6f72977fd78b5ad39ed8e1c64","School of Computing and Engineering, University of West London (UWL), St Mary's Road, London, Ealing, W5 5RF, United Kingdom; GPR Pro Ltd, Slington House, Rankine Road, Basingstoke, RG24 8PH, United Kingdom; Department of Engineering, Roma Tre University, Via Vito Volterra 62, Rome, 00146, Italy","Alani, A.M., School of Computing and Engineering, University of West London (UWL), St Mary's Road, London, Ealing, W5 5RF, United Kingdom; Tosti, F., School of Computing and Engineering, University of West London (UWL), St Mary's Road, London, Ealing, W5 5RF, United Kingdom; Banks, K., GPR Pro Ltd, Slington House, Rankine Road, Basingstoke, RG24 8PH, United Kingdom; Ciampoli, L.B., Department of Engineering, Roma Tre University, Via Vito Volterra 62, Rome, 00146, Italy; Benedetto, A., Department of Engineering, Roma Tre University, Via Vito Volterra 62, Rome, 00146, Italy","Applications of non-destructive testing methods such as ground penetrating radar (GPR), 3D laser scanners, accelerometer sensors and vibration detecting sensors amongst many others have been used to assess and monitor masonry arch bridge spans (brick and stone) in the past few years. This paper reports the application of high to low frequency GPR antenna systems (2000 MHz, 600 MHz and 200 MHz) and a 3D laser scanner on a historic masonry arch bridge (the Old Bridge, Aylesford - 860 years old) located in Kent, England. The position of different layers of the deck structure was established with the identification of the original stone base of the bridge and location of a number of structural ties (anchors - remedial work carried out previously). Results of the 3D laser scan of the bridge were crucial to initiate long-term monitoring of the structure. © (2017) by the International Measurement Confederation (IMEKO). All rights reserved.",,"Antennas; Arches; Bridge decks; Geological surveys; Geophysical prospecting; Ground penetrating radar systems; Historic preservation; Laser applications; Masonry bridges; Masonry construction; Masonry materials; Nondestructive examination; Scanning; 3D laser scanners; Accelerometer sensor; Ground Penetrating Radar; Ground penetrating radar (GPR); Long term monitoring; Masonry arch bridges; Nondestructive assessment; Nondestructive testing method; Arch bridges",,,,,,,,,,,,,,,,"Robinson, J., (2000) Analysis and Assessment of Masonry Arch Bridges, , PhD Dissertation Thesis, The University of Edinburgh; Cox, D., Halsall, R., Brickwork arch bridges (1996) Documentation, the Brick Developm, , Assoc; Melbourne, C., McKibbins, L.D., Sawar, N., Sicilia Gaillard, C., (2006) Masonry Arch Bridges: Condition Appraisal and Remedial Treatment, , CIRIA, London; Krawtschuk, A., Strauss, A., Wendner, R., Zeman, O., Inspection and lifetime assessment for arch bridges (2012) 15th Int. Brick and Block Masonry Conf., , Florianópolis, Brazil; Srinivas, V., Sasmal, S., Ramanjaneyulu, K., Ravisankar, K., Performance evaluation of a stone masonry-arch railway bridge under increased axle loads (2014) J. Perform. Constr. Fac., 28 (2); Solla, M., Lorenzo, H., Rial, F.I., Novo, A., GPR evaluation of the Roman masonry arch bridge of Lugo (Spain) (2011) NDT&Int, 44, pp. 8-12; Benedetto, A., Pajewski, L., Civil engineering applications of ground penetrating radar (2015) Springer Trans. In Civil and Environmental Engineering Book Series; Pera, D., Ferrando, I., An integrated monitoring system through 3d laser scanner and traditional instruments for load test on arch bridge (2017) Int. Arch. Of the Photogram., Remote Sens. & Spatial Inf. Sci. - ISPRS Archives, 42 (5 W1), pp. 321-328; Invernizzi, S., Lacidogna, G., Manuello, A., Carpinteri, A., AE monitoring and numerical simulation of a two-span model masonry arch bridge subjected to pier scour (2011) Strain, 47, pp. 158-169; Aylesford Bridge, , https://historicengland.org.uk/listing/the-list/list-entry/1005182, < > retrieved 01 September 2017",,,,"International Measurement Confederation (IMEKO)","IMEKO International Conference on Metrology for Archaeology and Cultural Heritage, MetroArchaeo 2017","23 October 2017 through 25 October 2017",,149505,,9781510858183,,,"English","IMEKO Int. Conf. Metrol. Archaeol. Cult. Heritage, MetroArchaeo",Conference Paper,"Final","",Scopus,2-s2.0-85070504659
"Perez B., Zaborac J., Bayrak O., Hrynyk T.","7101818974;6508024411;6602078224;14628894100;","Evaluation of a 60-year old reinforced concrete bent cap exhibiting shear distress",2019,"Proceedings of the fib Symposium 2019:  Concrete - Innovations in Materials, Design and Structures",,,,"1220","1227",,2,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85066067037&partnerID=40&md5=8a2a5d84c78218e1c698d4b013fe8d39","Graduate Student of Civil Engineering, University of Texas at Austin, Austin, United States; Faculty of Civil Engineering, University of Texas at Austin, Austin, United States","Perez, B., Graduate Student of Civil Engineering, University of Texas at Austin, Austin, United States; Zaborac, J., Graduate Student of Civil Engineering, University of Texas at Austin, Austin, United States; Bayrak, O., Faculty of Civil Engineering, University of Texas at Austin, Austin, United States; Hrynyk, T., Faculty of Civil Engineering, University of Texas at Austin, Austin, United States","The structural assessment and management of built reinforced concrete infrastructure represents a major challenge faced by the structural engineering community. With the inventory of ageing and degrading civil infrastructure continuing to grow throughout much of the world, work aimed toward addressing this challenge is motivated by a number of real-world needs: evaluating the implications of now-deficient design details comprising existing structures, assessing causes of visual distress observed in reinforced concrete infrastructure and its impact on structural performance, and verifying the feasibility of structural retrofit strategies to maintain adequate levels of safety and extend service life. This paper presents preliminary findings obtained from an experimental research program involving the field-extraction and subsequent laboratory testing of reinforced concrete bent caps removed from a pair of 60-year old bridges located in Texas, U.S.A. The bridges forming the subject of this investigation were scheduled for replacement as a result of several structural performance-related issues, including extensive shear cracking observed in the bent caps comprising both bridges. Bent cap cracking damage was documented prior to removal from the field and was used as a means of benchmarking in-service load levels. The bent caps were subsequently tested in the laboratory in a manner that simulated service dead loads and extreme lane loading scenarios. Results from the testing of the first shear-damaged bent cap showed that while the cap had developed severe diagonal cracking under service and was constructed with very light shear reinforcement levels, it possessed significant post-cracking shear strength. © Federation Internationale du Beton (fib) - International Federation for Structural Concrete, 2019.","Bent cap; Bridges; Damage assessment; Inspection; Shear","Bridges; Damage detection; Inspection; Shearing; Software testing; Structural analysis; Bent caps; Civil infrastructures; Damage assessments; Experimental research; Retrofit strategies; Shear reinforcement; Structural assessments; Structural performance; Reinforced concrete",,,,,"Texas Department of Transportation, TxDOT","The authors wish to acknowledge the support of the Texas Department of Transportation, for permitting the inspection and coordinating the extraction of the damaged bent caps from the field and for providing funds to carry-out the laboratory testing activities comprising the research program.",,,,,,,,,,"(1957) Standard Specifications for Highway Bridges, , AASHO Washington, D.C.: AASHO; (2010) AASHTO Bridge Element Inspection Guide Manual, , AASHTO 1st ed; (2017) AASHTO LRFD Bridge Design Specifications, , AASHTO 8th ed.). Washington, D.C.: AASHTO; (2001) Evaluation of Reinforcing Bars in Old Reinforced Concrete Structures, , CRSI Chicago, Ill: CRSI; (2013) Model Code for Concrete Structures 2010, , fib Berlin, Germany: Ernst & Sohn; Zaborac, J., Athanasiou, A., Salamone, S., Bayrak, O., Hrynyk, T., (2018) Evaluation of Structural Cracking in Concrete, , FHWA/TX-18-0-6919-1","Hrynyk, T.; Faculty of Civil Engineering, United States; email: thrynyk@utexas.edu","Derkowski W.Krajewski P.Gwozdziewicz P.Pantak M.Hojdys L.","BASF's Construction Chemicals","International Federation for Structural Concrete","fib Symposium 2019:  Concrete - Innovations in Materials, Design and Structures","27 May 2019 through 29 May 2019",,147831,,9782940643004,,,"English","Proc. fib Symp.: Concr. - Innov. Mater., Des. Struct.",Conference Paper,"Final","",Scopus,2-s2.0-85066067037
"Chías P., Abad T.","24802161800;24802117600;","Riverscapes and Watersheds: Cultural Heritage Layers Along the River Guadalbullón (Jaén, Spain)",2019,"Lecture Notes in Civil Engineering","26",,,"25","36",,2,"10.1007/978-3-030-11422-0_3","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062606355&doi=10.1007%2f978-3-030-11422-0_3&partnerID=40&md5=ed1c7d996243acb940cbd87594f9bc91","School of Architecture, University of Alcalá, Alcalá de Henares, Madrid, Spain","Chías, P., School of Architecture, University of Alcalá, Alcalá de Henares, Madrid, Spain; Abad, T., School of Architecture, University of Alcalá, Alcalá de Henares, Madrid, Spain","Humboldt went beyond the old concept of landscape as a mere visual scene. The modern notion aims to find a landscape’s inner structure by means of dynamic visions provided by panoramas and itineraries. These prove to be particularly useful when applied to the analysis of riverscapes. According to Braudel, a landscape is a cultural construction in the guise of something natural, and this is particularly evident in the proposed case study. From the perspective of natural processes, the River Guadalbullón flows along a narrow valley with a variety of land forms and topographical features. From the cultural point of view, the river was the borderline between the Muslim territories and the Christian kingdoms throughout the Middle Ages. They were linked by means of an ancient royal road that was recently transformed into a highway from Madrid to Málaga, thereby subjecting the landscape to considerable strain. But the narrow valley still conserves old archaeological sites that date back to the Bronze Age. The old route is still in use and dotted with lodgings, bridges and watermills as described by the travellers since the 17th century. The castles that controlled passage through the valley also survive, as do the atalayas which sent out visual signals alerting to dangers. All of them share the same space as ancient crops like oil groves, elements of vernacular architecture such as alquerías, and ancient opencast mines. This study aims to prevent the disappearance of all these structures, to avoid the extinction of species, and to preserve the memory of territory and landscape. © 2019, Springer Nature Switzerland AG.","Ancient cartography; Landscape; Local identity; Regional planning; Sustainable development; Territory","Landforms; Maps; Planning; Regional planning; Sustainable development; Archaeological site; Cultural construction; Cultural heritages; Landscape; Local identity; Territory; Topographical features; Vernacular architecture; Rivers",,,,,,,,,,,,,,,,"Sereni, E., Storia del paesaggio agrario italiano. Laterza (1989) Bari; Lefebvre, H., (1974) La Production De l’espace, , Éditions Anthropos, Paris; Braudel, F., (1985) La Mediterranée: L’espace Et l’histoire, , Flammarion, Paris; Muratori, S., (1967) Civiltá E Territorio. Centro Studi Di Storia Urbanistica, , Roma; Caniggia, G., (1967) Strutture Dello Spazio Antropico, , Uniedit, Firenze; Cataldi, G., (1977) Per Una Scienza Del Territorio, , Studi e note, Uniedit, Firenze; Chías, P., Abad, T., La Bahía de Cádiz: Territorio fortificado y paisaje/The Bay of Cadiz: Fortified territory and landscape (2011) El Patrimonio Fortificado. Cádiz Y El Caribe: Una relación transatlántica/The Fortified Heritage, pp. 18-172. , Chías P, Abad T (eds), Cadiz and the Caribbean: a transatlantic relationship. Publicaciones de la Universidad de Alcalá y Fundación Jose Félix Llopis, Alcalá de Henares, Madrid, pp; Chías, P., Abad, T., El arte de describir el territorio: Mapas y planos históricos en torno al puente de Alcántara (Cáceres, España)/the art of describing the territory: Historic maps and plans of the brigde of Alcántara (Cáceres, Spain (2012) Informes De La Construcción, 64, pp. 121-134. , https://doi.org/10.3989/ic.11.071; Ortega Valcárcel, J., El patrimonio territorial. El territorio como recurso cultural y económico (1998) Ciudades, 4, pp. 33-48; Escobedo, E., López, J.A., Asentamientos de la Edad del Bronce en el Alto Guadalbullón (2013) Sumuntán, 31, pp. 79-98; Lechuga, M.A., Bellón, J.P., Rueda, B., Nuevas propuestas de actuación para el estudio del oppidum de Iliturgi desde la arqueología del territorio (2015) Revista Atlántica-Mediterránea, 17, pp. 211-221; Sillières, P., Un grupo de cuatro miliarios en La Cerradura (Pegalajar, Jaén) (1976) Boletín Del Instituto De Estudios Giennenses, 90, pp. 55-70; Olmo, A., Mentesa romana, visigoda y musulmana (2004) La Guardia Fronteriza. Sumuntán, 20, pp. 13-28; López Cordero, J.A., El valle del río Guadalbullón en la Baja Edad Media. Una frontera entre Castilla y Granada (1996) Jaenseñanza, 9, pp. 19-30; Zoido, F., Los paisajes fluviales en la planificación y gestión del agua. Elementos para la consideración del paisaje en la Cuenca Hidrográfica del Guadalquivir (2012) Junta De Andalucía, Universidad De Sevilla, Sevilla, pp. 513-533. , pp; Chías, P., Abad, T., Los caminos y la construcción del territorio en Zamora. Catálogo de puentes (2004) CSIC (Instituto De Estudios Zamoranos)/CEHOPU—CEDEX, , Madrid. 2 vols; Salerno, R., City ideologies in techno-urban imaginaries (2015) Urban, 508 (9), pp. 185-192; Cardone, V., Modelli grafici dell’architettura e del territorio (A cura di Salvatore Barba) (2015) Maggioli Editore, Santarcangelo Di Romagna; Galindo, J., Sabaté, J., El valor estructurante del patrimonio en la transformación del territorio (2009) APUNTES, 22 (1), pp. 20-33; Lynch, K., The image of the city (1960) The MIT Press, Cambridge, Massachusetts and London, England","Chías, P.; School of Architecture, Spain; email: pilar.chias@uah.es",,,"Springer",,,,,23662557,,,,"English","Lect. Notes Civ. Eng.",Book Chapter,"Final","",Scopus,2-s2.0-85062606355
"Pajewski L., Persico R., Salucci M., Solla M.","12344632700;6603636093;54387549100;57202326745;","Ground Penetrating Radar for archaeological investigations and cultural-heritage diagnostics: Research activities in the COST Action TU1208",2019,"IMEKO International Conference on Metrology for Archaeology and Cultural Heritage, MetroArchaeo 2017",,,,"87","91",,2,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055064764&partnerID=40&md5=7fd7627825394dd309594af1cde5668b","Department of Information Engineering, Electronics and Telecommunications, Sapienza University of Rome, Via Eudossiana 18, Roma, 00184, Italy; Consiglio Nazionale delle Ricerche (CNR), Istituto per i Beni Archeologici e Monumentali (IBAM), Prov.le Lecce-Monteroni, Lecce, 73100, Italy; Eledia Research Center @ L2S group, CNRS-Centrale Supelec-Univ. Paris Sud, rue Joliot-Curie 3, Gif-sur-Yvette, 91192, France; Centro Universitario de la Defensa, Escuela Naval Militar, de Espana 2, Marin, 36920, Spain","Pajewski, L., Department of Information Engineering, Electronics and Telecommunications, Sapienza University of Rome, Via Eudossiana 18, Roma, 00184, Italy; Persico, R., Consiglio Nazionale delle Ricerche (CNR), Istituto per i Beni Archeologici e Monumentali (IBAM), Prov.le Lecce-Monteroni, Lecce, 73100, Italy; Salucci, M., Eledia Research Center @ L2S group, CNRS-Centrale Supelec-Univ. Paris Sud, rue Joliot-Curie 3, Gif-sur-Yvette, 91192, France; Solla, M., Centro Universitario de la Defensa, Escuela Naval Militar, de Espana 2, Marin, 36920, Spain","This contribution aims to offer an overview on the most interesting activities fulfilled by Members of the COST (European Cooperation in Science and Technology) Action TU1208 “Civil Engineering Applications of Ground-Penetrating Radar,” concerning the use of ground-penetrating radar (GPR) and complementary non-destructive testing (NDT) techniques in archaeology and for cultural-heritage diagnostics. In most cases, archaeology exploits the great potential offered by the GPR technique in limited areas and without complementing it with other NDT approaches, whereas the combined application of multiple high-resolution prospection methods at the scale of landscapes and their integrated interpretation are still uncommon. Therefore, this contribution starts with a mention to two large-scale GPR inspections, where extraordinary results were obtained. The paper continues with a review of a selection of cutting-edge case studies where GPR, eventually combined with other NDT approaches, was used to study archaeological sites and other structures of high historical value realised in different ages, ranging from the 13th century BC to the modernist period and including tombs, monuments, cathedrals, buildings, bridges and statues. © (2017) by the International Measurement Confederation (IMEKO). All rights reserved.",,"Cost engineering; Geological surveys; Geophysical prospecting; Historic preservation; International cooperation; Nondestructive examination; Archaeological investigation; Civil engineering applications; Cultural heritage diagnostics; Ground Penetrating Radar; Ground penetrating radar (GPR); Non destructive testing; Research activities; Science and Technology; Ground penetrating radar systems",,,,,"European Cooperation in Science and Technology, COST","VI. ACKNOWLEDGEMENTS The authors are grateful to COST for funding and supporting the COST Action TU1208 (www.GPRada.reu, www.cost.eu).",,,,,,,,,,"Persico, R., (2014) Introduction to Ground Penetrating Radar: Inverse Scattering and Data Processing, , John Wiley Sons, Inc; Benedetto, A., Pajewski, L., (2015) Civil Engineering Applications of Ground Penetrating Radar, , Eds. Springer, Book Series: Springer Transactions in Civil and Environmental Engineering; Santos-Assuncao, S., Dimitriadis, K., Konstanta-Kis, Y., Perez-Gracia, V., Anagnostopoulou, E., Gonzalez-Drigo, R., Ground-penetrating radar evaluation of the ancient Mycenaean monument Tholos Acharnon tomb (2016) Near Surface Geophysics, 14, pp. 197-205; Saintenoy, A., Rejiba, F., Leger, E., Bonde, S., Maines, C., Ground penetrating radar prospection at the charterhouse of bourgfontaine (2014) Proc. 15th International Conference on Ground Penetrating Radar (GPR 2014), pp. 83-86. , Brussels, Belgium, 30 June - 4 July; Warren, C., Giannopoulos, A., Giannakis, I., GPRmax: Open source software to simulate electromagnetic wave propagation for Ground Penetrating Radar (2016) Computer Physics Communications, 209, pp. 163-170; Perez-Gracia, V., Caselles, J.O., Clapes, J., Martinez, G., Osorio, R., Non-destructive analysis in cultural heritage buildings: Evaluating the Mallorca cathedral supporting structures (2013) Non Destructive Testing and Evaluation Intl, 59, pp. 40-47; Gonzalez-Drigo, R., Perez-Gracia, V., Santos-Assuncao, S., GPR assessment of the modernist Santa Creu i Sant Pau hospital in Barcelona: GPR application in cultural heritage (2015) Proc. 2015 Intl. Workshop on Advanced Ground Penetrating Radar (IWAGPR), pp. 1-4. , 7-10 July Florence, Italy; Perez-Gracia, V., Pajewski, L., An educational package to teach GPR in the university (2017) Short Term Scientific Missions: Year, 3, pp. 199-209; Jezova, J., Mertens, L., Lambot, S., Ground-penetrating radar for observing tree trunks and other cylindrical objects (2016) Construction and Building Materials, 123, pp. 214-225; Persico, R., Pajewski, L., D'Amico, S., Perez-Gracia, V., Ground-penetrating radar prospection at the Jesuitsâ church in Valletta, Malta Proc. 22nd European Meeting of Environmental and Engineering Geophysics: Near Surface Geoscience 2016, pp. 1-4. , 4-8 September, Barcelona, Spain; Solla, M., Riveiro, B., Lorenzo, H., Armesto, J., Ancient stone bridge surveying by ground-penetrating radar and numerical modeling methods (2014) Journal of Bridge Engineering, 19, pp. 110-119; Gosar, A., CÌeru, T., Search for an artificially buried karst cave entrance using ground penetrating radar: A successful case of locating the S-19 Cave in the Mt. Kanin massif (NW Slovenia) (2016) Intl. Journal of Speleology, 45, pp. 135-147",,,,"International Measurement Confederation (IMEKO)","IMEKO International Conference on Metrology for Archaeology and Cultural Heritage, MetroArchaeo 2017","23 October 2017 through 25 October 2017",,149505,,9781510858183,,,"English","IMEKO Int. Conf. Metrol. Archaeol. Cult. Heritage, MetroArchaeo",Conference Paper,"Final","",Scopus,2-s2.0-85055064764
"Xiao X., Guan B., Ihamouten A., Villain G., Dérobert X., Tian G.","56457135100;57191623222;36470152800;11139218100;6602725248;7202950628;","Monitoring water transfers in limestone building materials with water retention curve and Ground Penetrating Radar: A comparative study",2018,"NDT and E International","100",,,"31","39",,2,"10.1016/j.ndteint.2018.08.002","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053150381&doi=10.1016%2fj.ndteint.2018.08.002&partnerID=40&md5=630a42691cd0aa4396d00604db0b9da3","College of Automation Engineering, University of Electronic Science and Technology of China, Chengdu, China; Cerema, Les Ponts-de-Cé, France; Ifsttar, Site of Nantes, Allée des Ponts et Chaussées, CS5004, Bouguenais, 44344, France; School of Engineering, Newcastle UniversityEngland, United Kingdom","Xiao, X., College of Automation Engineering, University of Electronic Science and Technology of China, Chengdu, China; Guan, B., Cerema, Les Ponts-de-Cé, France; Ihamouten, A., Cerema, Les Ponts-de-Cé, France; Villain, G., Ifsttar, Site of Nantes, Allée des Ponts et Chaussées, CS5004, Bouguenais, 44344, France; Dérobert, X., Ifsttar, Site of Nantes, Allée des Ponts et Chaussées, CS5004, Bouguenais, 44344, France; Tian, G., College of Automation Engineering, University of Electronic Science and Technology of China, Chengdu, China, School of Engineering, Newcastle UniversityEngland, United Kingdom","The rehabilitation of older buildings is necessary to achieve both a reduction in energy consumption and the preservation of cultural heritage. To ensure a successful building rehabilitation project, an efficient diagnosis makes it possible to determine the various existing pathologies and their causes. In this study, we focus on the “Tuffeau”, which is a kind of limestone widely found in older buildings of the Loire Valley region in France. The durability is strongly affected by the water content for such kind of material. However, very few studies can be found in this field. Moisture condition measurements are currently carried out using punctual sensors placed into the walls. These sensors record highly localized measurements through structural alteration (coring). This paper proposes two non-destructive testing (NDT) methods with the application of Ground Penetrating Radar (GPR) in order to compare the ability of the two methods to analyze the water transfer in limestone blocks. A modified water retention curve model is proposed here to characterize the water gradients in limestone blocks: the limestone - water characteristic (LWC) model. The analysis of the results shows good agreement between the two GPR methods, which shows good capability of monitoring water ingress linking to the results of LWC model. © 2018 Elsevier Ltd","Full-waveform model; GPR; Limestone; Non-destructive testing; Water content; Waveguide model","Ability testing; Bridge decks; Energy utilization; Geological surveys; Geophysical prospecting; Ground penetrating radar systems; Historic preservation; Lime; Limestone; Water content; Building rehabilitations; Full-waveforms; Ground Penetrating Radar; Ground penetrating radar (GPR); Non destructive testing; Reduction in energy consumption; Structural alterations; Waveguide models; Nondestructive examination",,,,,"National Natural Science Foundation of China, NSFC: 61701085; Conseil Régional des Pays de la Loire","This work is a contribution to two multi-year joint-research actions Ifsttar/Cerema, dealing respectively with the development of reliable auscultation methods on engineering structures (named APOS) and the development of electromagnetic non-destructive testing techniques for civil engineering applications (named ECODEM). The authors would also like to thank Ifsttar and the Pays de la Loire Region for their financial support, as well as the National Natural Science Foundation of China (No. 61701085 ).",,,,,,,,,,"International Energy Agency, Key world energy statistics (2010), p. 82; Cantin, R., Burgholzer, J., Guarracino, G., Moujalled, B., Tamelikecht, S., Royer, B.G., (2010) Field assessment of thermal behaviour of historical dwellings in France, building and environment, 45, pp. 473-484. , Elsevier New York; Beck, K., Almukhtar, M., Rozenbaum, O., Characterization, water transfer properties and deterioration in tuffeau: building material in the Loire valley-France (2003) Build Environ, 38 (9), pp. 1151-1162; Janvier-Badosa, S., Beck, K., Brunetaud, X., Gypsum and spalling decay mechanism of tuffeau limestone (2015) Environ Earth Scie, 74 (3), pp. 2209-2221; Pérez-Gracia, V., Caselles, O., Clapés, J., Osorio, R., Canas, J.A., Pujades, L.G., Radar exploration applied to historical buildings: a case study of the Marques de Llió palace, in Barcelona (Spain) (2009), Engineering Failure Analysis; García García, F., Ramírez Blanco, M., Rodríguez Abad, I., Martínez Sala, R., Tort Ausina, I., Benlloch Marco, J., GPR technique as a tool for cultural heritage restoration: san Miguel de los Reyes Hieronymite Monastery, 16th century (Valencia, Spain) (2007) J Cult Herit, 8, pp. 87-92; Pérez-Gracia, V., García, F., Pujades, L.G., González Drigo, R., Di Capua, D., GPR survey to study the restoration of a Roman monument (2008) J Cult Herit, 9, pp. 89-96; Imposa, S., Infrared thermography and georadar techniques applied to the “sala delle nicchie”(niches Hall) of palazzo pitti, florence (Italy) (2010) J Cult Herit, 11, pp. 259-264; Rucka, M., Lachowicz, J., Zielińska, M., GPR investigation of the strengthening system of a historic masonry tower (2016) J Appl Geophys, 131, pp. 94-102; Kanli, A.I., Taller, G., Nagy, P., Tildy, P., Pronay, Z., Toros, E., GPR survey for reinforcement of historical heritage construction at fire tower of Sopron (2015) J Appl Geophys, 112, pp. 79-90; Moropoulou, A., Labropoulos, K.C., Delegou, E.T., Karoglou, M., Bakolas, A., Non-destructive techniques as a tool for the protection of built cultural heritage (2013) Construct Build Mater, 48, pp. 1222-1239; McCann, D.M., Forde, M.C., Review of NDT methods in the assessment of concrete and masonry structures (2001) NDT Int, 34, pp. 71-84; Robert, A., Dielectric permittivity of concrete between 50 Mhz and 1 Ghz and GPR measurements for building materials evaluation (1998) J Appl Geophys, 40, pp. 89-94; Laurens, S., Balayssac, J.P., Rhazi, J., Arliguie, G., Influence of concrete relative humidity on the amplitude of Ground-Penetrating radar (GPR) signal (2002) Mater Struct, 35, pp. 198-203; Dérobert, X., Iaquinta, J., Klysz, G., Balayssac, J.P., Use of capacitive and GPR techniques for non-destructive evaluation of cover concrete (2008) NDT&E Int., 41, pp. 44-52; Hugenschmidt, J., Loser, R., Detection of chlorides and moisture in concrete structures with GPR (2008) Mater Struct, 41, pp. 785-792; Villain, G., Sbartaï, Z., Dérobert, X., Garnier, V., Balayssac, J.P., Durability diagnosis of a concrete structure in a tidal zone by combining NDT methods: laboratory tests and case study (2012) Construct Build Mater, 37, pp. 893-903; Ihamouten, A., Villain, G., Dérobert, X., Complex permittivity frequency variations from multi-offset GPR data: hydraulic concrete characterization (2012) IEEE Trans Instrumentat Meas, 61, pp. 1636-1648; Lambot, S., Slob, E.C., Vandenbosch, I., Stockbroeckx, B., Vanclooster, M., Modeling of ground-penetrating radar for accurate characterization of subsurface electric properties (2004) IEEE Trans Geosci Rem Sens, 42, pp. 2555-2568; Kalogeropoulos, A., Van der Kruk, J., Hugenschmidt, J., Merz, K., Busch, S., Chlorides and moisture assessment in concrete by GPR full waveform inversion (2011) Near Surf Geophys, 9, pp. 277-285; Xiao, X., Ihamouten, A., Villain, G., Dérobert, X., Use of electromagnetic two-layer wave-guided propagation in the GPR frequency range to characterize water transfer in concrete (2017) NDT E Int, 86, pp. 164-174; Lambot, S., Andre, F., Full-wave modeling of near-field radar data for planar layered media reconstruction (2014) IEEE Trans Geosci Rem Sens, 52 (5), pp. 2295-2303; Guan, B., Ihamouten, A., Dérobert, X., Guilbert, D., Lambot, S., Villain, G., Near-field full-waveform inversion of ground-penetrating radar data to monitor the water front in limestone (2017) IEEE J Sel Top Appl Earth Observat Remote Sens, 10 (10), pp. 4328-4336; Villain, G., Thiery, T., Gammadensimetry: a method to determine drying and carbonation profiles in concrete (2006) NDT Int, 39, pp. 328-337; van der Kruk, J., Arcone, S., Liu, L., Fundamental and higher mode inversion of dispersed GPR waves propagating in an ice layer (2007) IEEE Trans Geosci Rem Sens, 45, pp. 2483-2491; Arcone, S., Field observations of electromagnetic pulse propagation in dielectric slabs (1984) Geophysics, 49, pp. 1763-1773; Ihamouten, A., Chahine, K., Baltazart, V., Villain, G., Derobert, X., On variants of the frequency power law for the electromagnetic characterization of hydraulic concrete (2011) IEEE Trans Instrumentat Meas, 60 (11), pp. 3658-3668; Slob, E., Fokkema, J., Coupling effects of two electric dipoles on an interface (2016) Radio Sci, 37 (5), pp. 1-10; Moro, G.D., Pipan, M., Gabrielli, P., Rayleigh wave dispersion curve inversion via genetic algorithms and marginal posterior probability density estimation (2007) J Appl Geophys, 61 (1), pp. 39-55; Moorkamp, M., Jones, A.G., Eaton, D.W., Joint inversion of teleseismic receiver functions and magnetotelluric data using a genetic algorithm: are seismic velocities and electrical conductivities compatible? (2007) Geophys Res Lett, 34 (34), pp. 130-144; Aurnhammer, M., Tonnies, K.D., A genetic algorithm for automated horizon correlation across faults in seismic images (2005) IEEE Trans Evol Comput, 9 (2), pp. 201-210; Carbone, D., Currenti, G., Negro, C.D., Multiobjective genetic algorithm inversion of ground deformation and gravity changes spanning the 1981 eruption of etna volcano (2008) J Geophys Res Solid Earth, 113 (B7), pp. 488-498; Boschetti, F., Dentith, M., List, R., Inversion of potential field data by genetic algorithms (1997) Geophys Prospect, 45 (3), pp. 461-478; Montesinos, F.G., Arnoso, J., Vieira, R., Using a genetic algorithm for 3-d inversion of gravity data in fuerteventura (canary islands) (2005) Int J Earth Sci, 94 (2), pp. 301-316; Ihamouten, A., Caractérisation physique et hydrique de bétons d'ouvrage par propagation d'ondes électromagnétiques (2011), PhD thesis Nantes University; Xiao, X., Determination of water content gradients in concretes by electromagnetic methods (2016), PhD thesis Nantes University; Villain, G., Ihamouten, A., du Plooy, R., Palma Lopes, S., Dérobert, X., Use of electromagnetic non-destructive techniques for monitoring water and chloride ingress into concrete (2015) Near Surf Geophys, 13 (3), pp. 299-309; Tuller, M., Or, D., Water retention and characteristic curve (2015), pp. 278-289. , Fragment of a Book","Guan, B.; Cerema, France; email: brainguan@gmail.com",,,"Elsevier Ltd",,,,,09638695,,NDTIE,,"English","NDT E Int",Article,"Final","",Scopus,2-s2.0-85053150381
"Caddemi S., Caliò I., Cannizzaro F., D'Urso D., Occhipinti G., Pantò B., Pisanelli G., Rapicavoli D., Spirolazzi G., Zurlo R.","6602721562;6603126726;36720027000;57190110300;57188969471;36721847200;57207228826;55745461400;57207229010;56353126300;","A 'parsimonious' 3D discrete macro-element method for masonry arch bridges",2018,"Proceedings of the International Masonry Society Conferences","0","222279",,"541","551",,2,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062311505&partnerID=40&md5=c45820c1332c7be065ff6e5d30bf43e9","Dept. of Engineering and Architecture, University of Catania, Catania, Italy; Italian National Research Council, Institute of Environmental Geology and Geoengineer, Rome, Italy; Direzione Territoriale Produzione di Milano, Struttura Organizzativa Ingegneria, Rete Ferroviaria Italiana S.p.A., via Ernesto Breda 28, Milano, Italy","Caddemi, S., Dept. of Engineering and Architecture, University of Catania, Catania, Italy; Caliò, I., Dept. of Engineering and Architecture, University of Catania, Catania, Italy; Cannizzaro, F., Dept. of Engineering and Architecture, University of Catania, Catania, Italy; D'Urso, D., Dept. of Engineering and Architecture, University of Catania, Catania, Italy; Occhipinti, G., Italian National Research Council, Institute of Environmental Geology and Geoengineer, Rome, Italy; Pantò, B., Dept. of Engineering and Architecture, University of Catania, Catania, Italy; Pisanelli, G., Direzione Territoriale Produzione di Milano, Struttura Organizzativa Ingegneria, Rete Ferroviaria Italiana S.p.A., via Ernesto Breda 28, Milano, Italy; Rapicavoli, D., Dept. of Engineering and Architecture, University of Catania, Catania, Italy; Spirolazzi, G., Direzione Territoriale Produzione di Milano, Struttura Organizzativa Ingegneria, Rete Ferroviaria Italiana S.p.A., via Ernesto Breda 28, Milano, Italy; Zurlo, R., Direzione Territoriale Produzione di Milano, Struttura Organizzativa Ingegneria, Rete Ferroviaria Italiana S.p.A., via Ernesto Breda 28, Milano, Italy","Masonry multi-span arch bridges represent cultural heritage structures that still play a strategic role in many railway networks of numerous countries and particularly in Europe. Most of these bridges appear in good state although they are several decades old and have been subjected to continuous dynamic loadings during their life. In order to assess the structural behaviour of these structures both simplified and rigorous approaches are useful. Simplified approaches, if sufficiently accurate, can lead to fast structural evaluation that can help the heath-judgment related to the periodic inspections scheduled for railway-network structures. On the other hand, rigorous models are also needed for a reliable structural assessment of these structures, often characterized by very complex geometrical layouts and structural modifications not always sufficiently documented. In the present work, a recently introduced Discrete three-dimensional Macro-Element Method (DMEM) for curved masonry structures is improved and applied to typical multi-span masonry railway arch bridges. The model is based on a discrete element approach that allows a reliable simulation of the linear and nonlinear response of masonry structures and masonry bridges with a lower computational burden, compared to classical nonlinear FEM analyses. Aiming at obtaining a first numerical validation and showing the capability of the proposed approach, a real masonry bridge is investigated and the results are compared with those obtained from a three-dimensional nonlinear FEM model both in linear and nonlinear context. © 2018 The International Masonry Society (IMS).","Discrete element method (DEM); Discrete macro-element method (DMEM); HiStrA software; Masonry arch bridges; Nonlinear analysis; Railway bridges","Arches; Dynamic loads; Finite difference method; Macros; Masonry bridges; Masonry construction; Masonry materials; Nonlinear analysis; Railroads; Discrete-element approach; Macro element; Masonry arch bridges; Nonlinear FEM analysis; Numerical validations; Railway bridges; Structural assessments; Structural modifications; Arch bridges",,,,,,,,,,,,,,,,"Orban, Z., Assessment, reliability and maintenance of masonry arch railway bridges in Europe (2004) Proc. of ARCH'04, 4th Int. Conf. on Arch Bridges, , Roca & E. Oñate eds., CIMNE, Barcelona; Orban, Z., Gutermann, M., Assessment of masonry arch railway bridges using nondestructive in-situ testing methods (2009) Engineering Structures, 31, pp. 2287-2298; Brencich, A., Morbiducci, R., Masonry arches: Historical rules and modern mechanics (2007) Int. J. Architect. Heritage, 1 (2), pp. 165-189; Cavicchi, A., Gambarotta, L., Lower bound limit analysis of masonry bridges including arch-fill interaction (2007) Eng. Struct., 29, pp. 3002-3014; De Felice, G., Assessment of the load-carrying capacity of multi-span masonry arch bridges using fibre beam elements (2009) Eng. Struct., 31 (8), pp. 1634-1647; Audenaert, A., Fanning, P., Sobczak, L., Peremans, H., 2-D analysis of arch bridges using an elasto-plastic material model (2008) Eng. Struct., 30, pp. 845-855; Gilbert, M., Casapulla, C., Ahmed, H.M., Limit analysis of masonry block structures with non-associative frictional joints using linear programming (2006) Computers & Structures, 84 (13-14), pp. 873-887; Gilbert, M., Ring: A 2D rigid block analysis program for masonry arch bridges (2001) Proc. 3rd Int. Conf. on Arch Bridges, pp. 109-118. , Paris, France; Reccia, E., Milani, G., Cecchi, A., Tralli, A., Full 3D homogenization approach to investigate the behavior of masonry arch bridges: The Venice trans-lagoon railway bridge (2014) Construction and Building Materials, 66, pp. 567-586; Milani, G., Lourenço, P.B., 3D non-linear behavior of masonry arch bridges (2012) Comput. Struct., 110-111, pp. 133-150; Drosopoulos, G.A., Stavroulakis, G.E., Massalas, C.V., Limit analysis of a single span masonry bridge with unilateral frictional contact interfaces (2006) Eng. Struct., 28 (13), pp. 1864-1873; Fanning, P.J., Boothby, T.E., Three dimensional modelling and full scale testing of stone arch bridges (2001) Comput. Struct., 79 (29-30), pp. 2645-2662; Oliveira, D.V., Lourenço, P.B., Lemos, C., Geometric issues and ultimate load of masonry arch bridges from the northwest Iberian Peninsula (2010) Eng. Struct., 32 (12), pp. 3955-3965; Zhang, Y., Tubaldi, E., Macorini, L., Izzuddin, B.A., Mesoscale partitioned modelling of masonry bridges allowing for arch-backfill interaction (2018) Construction and Building Materials, 173, pp. 820-842; Caliò, I., Marletta, M., Pantò, B., A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings (2012) Eng. Struct., 40, pp. 327-338; Pantò, B., Cannizzaro, F., Caliò, I., Lourenço, P.B., Numerical and experimental validation of a 3D macro-model element method for the in-plane and out-of-plane behaviour of unreinforced masonry walls (2017) Int. J. Architect. Heritage, 11 (7), pp. 946-964; Pantò, B., Giresini, L., Sassu, M., Caliò, I., Non-linear modeling of masonry churches through a discrete macro-element approach (2017) Earthquake and Structures, 12 (2), pp. 223-236; Pantò, B., Cannizzaro, F., Caddemi, S., Caliò, I., 3D macro-element modelling approach for seismic assessment of historical masonry churches (2016) Advances in Engineering Software, 97, pp. 40-59; Caddemi, S., Caliò, I., Cannizzaro, F., Pantò, B., New frontiers on seismic modeling of masonry structures (2017) Front. Built Environ.; Cannizzaro, F., Pantò, B., Caddemi, S., Caliò, I., A discrete macro-element method (DMEM) for the nonlinear structural assessment of masonry arches (2018) Eng. Struct., 168, pp. 243-256; Sismica, G., (2017) HiStrA Software (Historical Structures Analysis) Release 4.6.0, , Catania, Italy, September; LUSAS - Theory Manuals, , FEA ltd, Lusas Version 16.0; (2006) Guidelines RFI DIN ICI LG IFS 001 a ""Linee Guida Per La Verifica Strutturale Dei Ponti Ad Arco in Muratura, , RFI, Italian",,"Milani G.Taliercio A.Garrity S.",,"International Masonry Society","10th International Masonry Conference,IMC 2018","9 July 2018 through 11 July 2018",,222279,2523532X,,,,"English","Proc. Int. Mason. Soc. Conf.",Conference Paper,"Final","",Scopus,2-s2.0-85062311505
"Olmos B.A., Jara J.M., Martínez G., López J.I.","56002716300;56013763100;7201759284;57195835399;","System identification of history Mexican masonry bridges",2017,"Procedia Engineering","199",,,"2220","2225",,2,"10.1016/j.proeng.2017.09.186","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029895847&doi=10.1016%2fj.proeng.2017.09.186&partnerID=40&md5=3d46690774bcce5c4c71b76ec2be8f7a","Facultad de Ingeniería Civil, Universidad Michoacana de San Nicolás de Hidalgo, Ciudad Universitaria, Morelia, Mich., Mexico; Facultad de Ingeniería Civil, Unicersidad Michoacana de San Nicolás de Hidalgo, Ciudad Universitaria, Morelia, Mich., Mexico","Olmos, B.A., Facultad de Ingeniería Civil, Universidad Michoacana de San Nicolás de Hidalgo, Ciudad Universitaria, Morelia, Mich., Mexico; Jara, J.M., Facultad de Ingeniería Civil, Universidad Michoacana de San Nicolás de Hidalgo, Ciudad Universitaria, Morelia, Mich., Mexico; Martínez, G., Facultad de Ingeniería Civil, Universidad Michoacana de San Nicolás de Hidalgo, Ciudad Universitaria, Morelia, Mich., Mexico; López, J.I., Facultad de Ingeniería Civil, Unicersidad Michoacana de San Nicolás de Hidalgo, Ciudad Universitaria, Morelia, Mich., Mexico","Mexico has an important number of cities recognized by the UNESCO as World Heritage. Many of them, identified since the colony times, are churches, colonial buildings and highway and railway bridges. In several areas of the country there are highway and railway bridges with an important historical value due to the construction techniques and materials implemented in those days. In spite of their importance, very few efforts have been led to study the masonry historic bridges' origin and pathologies that eventually would conduct to a failure condition. The main objectives of this work are to identify the dynamic properties of the masonry historic bridges, to characterize, in a second stage, bridges pathologies, and to develop numerical models that allow the correct identification of the structural components of the bridges and subsequently to identify the damage mechanisms of this type of structures. Based on the information obtained from a survey, an ambient vibration campaign tests was conducted, and the signals measured were processed using the ARTEMIS software to identify the dynamic properties for three bridges. © 2017 The Authors. Published by Elsevier Ltd.","historic bridges characterization; masonry bridges; System identification","Damage detection; Highway bridges; Identification (control systems); Masonry bridges; Masonry materials; Pathology; Railroad bridges; Railroads; Religious buildings; Software testing; Structural dynamics; Transportation; Ambient vibrations; Construction technique; Damage mechanism; Dynamic property; Failure conditions; Historic bridges; Railway bridges; Structural component; Bridges",,,,,,,,,,,,,,,,"Ruiz, V., (1985) El Convento de Los Carmelitas en Salvatierra, , Author ed., México; AGN, Templos y Conventos, 24. , Memorial Ajustado de los seguidos entre la Noble Ciudad de San Ándres de Salvatierra y el Convento de San Ángelo de los religiosos carmelitas descalzas de la propia ciudad Exp. 2, f.42; ARTEMIS Modal V3.6, , Structural Vibrations Solutions A/S, Aalborg, Denmark; Brincker, R., Zhang, L., Andersen, P., Modal identification from ambient responses using frequency domain decomposition (2000) IMAC 18: Proceedings of the International Modal Analysis Conference (IMAC), pp. 625-630. , San Antonio, Texas, USA, 7-10 February","Olmos, B.A.; Facultad de Ingeniería Civil, Mexico; email: ba.olmos@gmail.com","Romeo F.Gattulli V.Vestroni F.","","Elsevier Ltd","10th International Conference on Structural Dynamics, EURODYN 2017","10 September 2017 through 13 September 2017",,130585,18777058,,,,"English","Procedia Eng.",Conference Paper,"Final","All Open Access, Gold",Scopus,2-s2.0-85029895847
"Jiang X., Luo C., Qiang X., Kolstein H., Bijlaard F.","55942913100;57193794121;30067879000;6506039678;6602209222;","Effects of Adhesive Connection on Composite Action between FRP Bridge Deck and Steel Girder",2017,"Journal of Engineering (United Kingdom)","2017",,"6218949","","",,2,"10.1155/2017/6218949","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016602791&doi=10.1155%2f2017%2f6218949&partnerID=40&md5=a2646a01aa6e8521ea9419743c378035","College of Civil Engineering, Tongji University, Shanghai, 200092, China; Faculty of Civil Engineering and Geoscience, Delft University of Technology, Delft, 2628 CN, Netherlands","Jiang, X., College of Civil Engineering, Tongji University, Shanghai, 200092, China, Faculty of Civil Engineering and Geoscience, Delft University of Technology, Delft, 2628 CN, Netherlands; Luo, C., College of Civil Engineering, Tongji University, Shanghai, 200092, China; Qiang, X., College of Civil Engineering, Tongji University, Shanghai, 200092, China, Faculty of Civil Engineering and Geoscience, Delft University of Technology, Delft, 2628 CN, Netherlands; Kolstein, H., Faculty of Civil Engineering and Geoscience, Delft University of Technology, Delft, 2628 CN, Netherlands; Bijlaard, F., Faculty of Civil Engineering and Geoscience, Delft University of Technology, Delft, 2628 CN, Netherlands","The FRP-steel girder composite bridge system is increasingly used in new constructions of bridges as well as rehabilitation of old bridges. However, the understanding of composite action between FRP decks and steel girders is limited and needs to be systematically investigated. In this paper, depending on the experimental investigations of FRP to steel girder system, the Finite Element (FE) models on experiments were developed and analyzed. Comparison between experiments and FE results indicated that the FE models were much stiffer for in-plane shear stiffness of the FRP deck panel. To modify the FE models, rotational spring elements were added between webs and flanges of FRP decks, to simulate the semirigid connections. Numerical analyses were also conducted on four-point bending experiments of FRP-steel composite girders. Good agreement between experimental results and FE analysis was achieved by comparing the load-deflection curves at midspan and contribution of composite action from FRP decks. With the validated FE models, the parametric studies were conducted on adhesively bonded connection between FRP decks and steel girders, which indicated that the loading transfer capacity of adhesive connection was not simply dependent on the shear modulus or thickness of adhesive layer but dominated by the in-plane shear stiffness K. Copyright © 2017 Xu Jiang et al.",,,,,,,"National Natural Science Foundation of China, NSFC: 51408424; Fundamental Research Funds for the Central Universities","The authors would like to thank the National Natural Science Foundation of China (Program no. 51408424) and the Fundamental Research Funds for the Central Universities for financial support of this research.",,,,,,,,,,"Keller, T., Bai, Y., Valle, T., Long-term performance of a glass fiber-reinforced polymer truss bridge (2007) Journal of Composites for Construction, 11 (1), pp. 99-108; Luke, S., Canning, L., Collins, S., Advanced composite bridge decking system - Project ASSET (2002) Structural Engineering International, 12 (2), pp. 76-79; Alampalli, S., Kunin, J., Rehabilitation and field testing of an FRP bridge deck on a truss bridge (2002) Composite Structures, 57 (1-4), pp. 373-375; Knippers, J., Pelke, E., Gabler, M., Berger, D., Bridges with glass fibre-reinforced polymer decks: The road bridge in Friedberg, Germany (2010) Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 20 (4), pp. 400-404; Zhou, A., Keller, T., Joining techniques for fiber reinforced polymer composite bridge deck systems (2005) Composite Structures, 69 (3), pp. 336-345; Schollmayer, M., (2009) Through-thickness Performance of Adhesive Connections between FRP Bridge Decks and Steel Main Girders, , [Ph.D. thesis], Ecole Polytechnique Federale de Lausanne, Lausanne, Switzerland; Gurtler, H.W., (2004) Composite Action of FRP Bridge Decks Adhesively Bonded to Steel Main Girders, , [Ph.D. thesis],Ecole Polytechnique Federale de Lausanne, Lausanne, Switzerland; Bottenberg, R.D., Fiber-reinforced polymer decks for movable bridges (2010) Structural Engineering International, 20 (4), pp. 418-422; Pilakoutas, K., Guadagnini, M., Neocleous, K., Matthys, S., Design guidelines for FRP reinforced concrete structures (2011) Proceedings of the Institution of Civil Engineers: Structures and Buildings, 164 (4), pp. 255-263; Dey, T.K., Srivastava, I., Khandelwal, R.P., Sharma, U.K., Chakrabarti, A., Optimum design of FRP rib core bridge deck (2013) Composites Part B: Engineering, 45 (1), pp. 930-938; Dey, T.K., Mukhopadhyay, T., Chakrabarti, A., Sharma, U.K., Efficient lightweight design of FRP bridge deck (2015) Proceedings of the Institution of Civil Engineers - Structures and Buildings, 168 (10), pp. 697-707","Qiang, X.; College of Civil Engineering, China; email: qiangxuhong@tongji.edu.cn",,,"Hindawi Limited",,,,,23144904,,,,"English","J. Eng.",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85016602791
"Milovanovic B., Bagaric M., Gaši M., Stepinac M.","36991799900;57190186364;57210843583;55546738500;","Energy renovation of the multi-residential historic building after the Zagreb earthquake - Case study",2022,"Case Studies in Thermal Engineering","38",,"102300","","",,1,"10.1016/j.csite.2022.102300","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85136361927&doi=10.1016%2fj.csite.2022.102300&partnerID=40&md5=33e533edce492b8c9f1260cd2be34e34","University of Zagreb, Faculty of Civil Engineering, Department of Materials, Zagreb, Croatia; University of Zagreb, Faculty of Civil Engineering, Department for Structures, Zagreb, Croatia","Milovanovic, B., University of Zagreb, Faculty of Civil Engineering, Department of Materials, Zagreb, Croatia; Bagaric, M., University of Zagreb, Faculty of Civil Engineering, Department of Materials, Zagreb, Croatia; Gaši, M., University of Zagreb, Faculty of Civil Engineering, Department of Materials, Zagreb, Croatia; Stepinac, M., University of Zagreb, Faculty of Civil Engineering, Department for Structures, Zagreb, Croatia","Historic buildings represent our cultural heritage and identity. Due to their age and building tradition, they are extremely vulnerable to seismic excitations, as confirmed by the recent earthquake in the city of Zagreb. In addition, historic buildings are among the buildings with the worst energy performance and very low indoor comfort. In the scope of this paper, the seismic and energy integrated approach is applied to a typical multi-residential building in Zagreb historical downtown. The main focus of the paper is on building envelope energy efficiency measures. Different variants of thermal insulation (external and internal), secondary windows (maintaining existing ones vs. new efficient ones) and ventilation (natural vs. mechanical with heat recovery) are analysed in terms of building energy performance (3D level). Furthermore, replacement of existing technical systems and installation of RES are also considered. Moreover, the acceptability of the proposed retrofitting solutions for opaque elements is evaluated in terms of thermal bridges (2D level) and long-term hygrothermal performance (1D level). Finally, the results show that it is possible even for a 100-year-old building to meet the current national primary energy requirements for new buildings and provide good indoor environmental quality for occupants while respecting the cultural heritage. © 2022 The Author(s)","Earthquake damaged historic buildings; Energy renovation; Hygrothermal performance; Indoor comfort; Integrated retrofitting; Thermal bridges","Energy efficiency; Housing; Retrofitting; Thermal insulation; Waste heat; Case-studies; Cultural heritages; Earthquake damaged historic building; Energy; Energy renovation; Historic buildings; Hygrothermal performance; Indoor comforts; Integrated retrofitting; Thermal bridge; Earthquakes",,,,,"Hrvatska Zaklada za Znanost, HRZZ: UIP-2019-04-3749","The authors kindly acknowledge competences gained through EU projects “BIMzeED” and “The nZEB Roadshow”. One part of this research was funded by the Croatian Science Foundation , grant number UIP-2019-04-3749 (ARES project—Assessment and rehabilitation of existing structures—development of contemporary methods for masonry and timber structures).",,,,,,,,,,"Penna, A., Morandi, P., Rota, M., Manzini, C.F., Da Porto, F., Magenes, G., Performance of masonry buildings during the Emilia 2012 earthquake (2014) Bull. Earthq. Eng., 12, pp. 2255-2273; Mazzoni, S., Castori, G., Galasso, C., Calvi, P., Dreyer, R., Fischer, E., Fulco, A., Et Al Penna, A., 2016-2017 Central Italy earthquake sequence: seismic retrofit policy and effectiveness (2018) Earthq. Spectra, 34, pp. 1671-1691; Bilgin, H., Shkodrani, N., Hysenlliu, M., Ozmen, H.B., Isik, E., Harirchian, E., Damage and performance evaluation of masonry buildings constructed in 1970s during the 2019 Albania earthquakes (2022) Eng. Fail. 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Eng., 25; Zirkelbach, D., Mehra, S.-R., Sedlbauer, K.-P., Künzel, H.-M., Stöckl, B., A hygrothermal green roof model to simulate moisture and energy performance of building components (2017) Energy Build., 145, pp. 79-91; WUFI® Pro - computer program for one-dimensional hygrothermal calculations, , https://wufi.de/en/software/wufi-pro/, n.d; Mundt-Petersen, S.O., (2015) Moisture Safety in Wood Frame Buildings - Blind Evaluation of the Hygrothermal Calculation Tool WUFI Using Field Measurements and Determination of Factors Affecting the Moisture Safety, , PhD thesis Lund University; Kordziel, S., Glass, S.V., Boardman, C.R., Munson, R.A., Zelinka, S.L., Pei, S., Tabares-Velasco, P.C., (2020) Hygrothermal Characterization and Modeling of Cross-Laminated Timber in the Building Envelope, Building and Environment, p. 177; Ghazaryan, T., Tariku, F., Hygrothermal performance assessment of split insulated cork wall assemblies under various moisture load conditions (2021) J. Phys. Conf., p. 2069; (2007) EN 15026:2007 Hygrothermal Performance of Building Components and Building Elements - Assessment of Moisture Transfer by Numerical Simulation; (2018) DIN 4108-3:2018-10 Thermal Protection and Energy Economy in Buildings - Part 3: Protection against Moisture Subject to Climate Conditions - Requirements, Calculation Methods and Directions for Planning and Construction; Sedlbauer, K., (2001) Prediction of Mould Fungus Formation on the Surface of and inside Building Components, , http://www.ibp.fraunhofer.de/content/dam/ibp/en/documents/ks_dissertation_etcm1021-30729.pdf, PhD thesis Universität Stuttgart","Bagaric, M.; University of Zagreb, Croatia; email: marina.bagaric@grad.unizg.hr",,,"Elsevier Ltd",,,,,2214157X,,,,"English","Case Stud. Therm. Eng.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85136361927
"Manjily F., Mosleh A., Razzaghi M.","57347420100;57189853300;23482710600;","Seismic fragility of concrete bridges designed to current and older Aashto specifications",2022,"Proceedings of the Institution of Civil Engineers: Structures and Buildings","175","10",,"808","823",,1,"10.1680/jstbu.19.00237","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85119504993&doi=10.1680%2fjstbu.19.00237&partnerID=40&md5=b138bb38214f10b51650b9bf2e2c047f","Department of Civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran; Faculty of Engineering, University of Porto, Porto, Portugal","Manjily, F., Department of Civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran; Mosleh, A., Faculty of Engineering, University of Porto, Porto, Portugal; Razzaghi, M., Department of Civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran","Bridges are essential components of transportation systems and their unacceptable performance following a disaster may lead to disruption to relief operations. Many existing bridges all around the world were designed based on early editions of seismic codes and the performance of some old bridges following seismic events has revealed that they are seismically vulnerable. This paper provides a comparison of the seismic performance of reinforced concrete (RC) bridges designed according to recent code editions and according to earlier provisions. To this end, a probabilistic seismic safety assessment of RC bridges was conducted. Non-linear response history analyses were performed for each set of bridge samples subjected to earthquake ground motions with different severities employing three-dimensional models. The effect of the earthquake focal mechanism on the seismic vulnerability of the bridges was investigated. Moreover, fragility curves were developed for RC bridges designed according to the latest edition of the American Association of State Highway and Transportation Officials (Aashto) specifications (so-called new bridges) and those designed based on pre-1980 specifications (so-called old bridges). The fragility curves are presented in terms of the geometrical specifications of the bridges and the focal mechanism associated with input motions for both new and old bridges. © 2021 ICE Publishing: All rights reserved.","concrete structures; failure; seismic engineering","Bridges; Codes (symbols); Earthquake engineering; Earthquakes; Reinforced concrete; Specifications; 'current; American Association of State Highway and Transportation Officials; Existing bridge; Fragility curves; Performance; Reinforced concrete bridge; Relief operations; Seismic code; Seismic fragility; Transportation system; Failure (mechanical)",,,,,,,,,,,,,,,,"(1973) Standard Specifications for Highway Bridges, , Aashto American Association of State Highway and Transportation Officials, 11th edn. Aashto, Washington, DC, USA; (1998) Standard Specifications for Highway Bridges, , Aashto, 16th edn. 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I: Development of performance-based damage states (2016) Journal of Structural Engineering, 142 (12), pp. 1-13; Billah, M., Alam, M.S., Bhuiyan, A., Fragility analysis of retrofitted multi-column bridge bent subjected to near fault and far field ground motion (2013) Journal of Bridge Engineering, 18 (10), pp. 992-1004; Borzi, B., Ceresa, P., Franchin, P., Seismic vulnerability of the Italian roadway bridge stock (2015) Earthquake Spectra, 31 (4), pp. 2137-2161; Bradley, B.A., A generalised conditional intensity measure approach and holistic ground-motion selection (2010) Earthquake Engineering & Structural Dynamics, 39 (12), pp. 1321-1342; Bradley, B.A., Burks, L.S., Baker, J.W., Ground motion selection for simulation-based seismic hazard and structural reliability assessment (2015) Earthquake Engineering & Structural Dynamics, 44 (13), pp. 2321-2340; Buratti, N., Tavano, M., Dynamic buckling and seismic fragility of anchored steel tanks by the added mass method (2014) Earthquake Engineering & Structural Dynamics, 43 (1), pp. 1-21; (2013) Seismic Design Criteria Version 1.7, , Caltrans California Department of Transportation, Caltrans, Sacramento, CA, USA; Chisari, C., Bedon, C., Amadio, C., Dynamic and static identification of base-isolated bridges using genetic algorithms (2015) Engineering Structures, 102, pp. 80-92; Choi, E., Desroches, R., Nielson, B., Seismic fragility of typical bridges in moderate seismic zones (2004) Engineering Structures, 26 (2), pp. 187-199; (2009) SAP2000 V-14. 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Multidisciplinary Center for Earthquake Engineering Research, MCEER-03-0002; Stefanidou, S.P., Kappos, A.J., Bridge-specific fragility analysis: When is it really necessary? (2019) Bulletin of Earthquake Engineering, 17 (4), pp. 2245-2280; Tavares, D.H., Suescun, J.R., Paultre, P., Padgett, J.E., Seismic fragility of a highway bridge in Quebec (2013) Journal of Bridge Engineering, 18 (11), pp. 1131-1139; Wilson, J.C., Repair of new long-span bridges damaged by the 1995 Kobe earthquake (2003) Journal of Performance of Constructed Facilities, 17 (4), pp. 196-205; Zelaschi, C., Monteiro, R., Pinho, R., Improved fragility functions for RC bridge populations (2015) Compdyn 2015 5th Eccomas Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, , Crete Island, Greece Papadrakakis M, Papadopoulos V and Plevris V (eds; Zelaschi, C., Monteiro, R., Pinho, R., Parametric characterization of RC bridges for seismic assessment purposes (2016) Structures, 7, pp. 14-24","Mosleh, A.; Faculty of Engineering, Portugal; email: a_mmosleh@yahoo.com",,,"ICE Publishing",,,,,09650911,,,,"English","Proc. Inst. Civ. Eng. Struct. Build.",Article,"Final","",Scopus,2-s2.0-85119504993
"Zhao H., Yang Z., Zhang H., Meng J., Jin Q., Ming S.","55560307200;57224202964;57224205825;57406204300;57209007055;57873301700;","Emergency Monitoring of a Tailings Pond Leakage Accident Based on the GEE Platform",2022,"Sustainability (Switzerland)","14","14","8558","","",,1,"10.3390/su14148558","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85137215157&doi=10.3390%2fsu14148558&partnerID=40&md5=9d34f5d9f49967e4bb8b1a6e60e58918","State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology (Beijing), Beijing, 100083, China; College of Geoscience and Surveying Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China; Hebei Research Center for Geoanalysis, Baoding, 071051, China; Key Laboratory of Mineral Resources and Ecological Environment Monitoring, Baoding, 071051, China","Zhao, H., State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology (Beijing), Beijing, 100083, China, College of Geoscience and Surveying Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China; Yang, Z., College of Geoscience and Surveying Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China; Zhang, H., College of Geoscience and Surveying Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China; Meng, J., Hebei Research Center for Geoanalysis, Baoding, 071051, China, Key Laboratory of Mineral Resources and Ecological Environment Monitoring, Baoding, 071051, China; Jin, Q., Hebei Research Center for Geoanalysis, Baoding, 071051, China; Ming, S., College of Geoscience and Surveying Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China","The utilization of mineral resources plays an important role in supporting and promoting economic development and social progress. As a necessary facility for the development and utilization of mineral resources, tailings ponds will cause a series of safety and environmental problems once accidents occur. Based on the Sentinel-2 images obtained from the GEE (Google Earth Engine) platform, this paper carried out emergency monitoring of the Yichun Luming Mining tailings pond leakage accident on 28 March 2020, through the spectral changes in monitoring points in the downstream rivers of the tailings pond, the changes in the images before and after the accident, and the analysis of long-time series various indexes. The results revealed that the pollution was quickly treated in a short time, and the river spectrum returned to normal on April 13. The pollution spread for approximately 300 km downstream to the Yijimi River and the Hulan River, and was finally intercepted at the Lanxi Old Bridge 67 km away from the Songhua River, so that more serious pollution was avoided. This accident had a direct impact on the surrounding six counties. The decrease in NDVI reflects that the accident has a certain degree of influence on the vegetation around the tailings pond, while the change in NDTI reflects that some remedial measures have been taken for the tailings pond after the accident. This study demonstrates the advantages of the GEE platform for the emergency monitoring of accidents, which can provide a reference for the emergency monitoring of similar accidents. © 2022 by the authors.","emergency monitoring; Google Earth Engine (GEE); Sentinel-2; tailings pond","accident; economic development; environmental issue; NDVI; pond; Sentinel; spectrum; tailings; China; Heilongjiang; Songhua River; Yichun",,,,,"No.SKLCRSM20KFA09; China University of Mining and Technology, CUMT: 2020QN07; Fundamental Research Funds for the Central Universities: 2022JCCXDC01","This research was funded by the State Key Laboratory of Coal Resources and Safe Mining Open Research Project (Grant No.SKLCRSM20KFA09), the Geological Research Project of the Hebei Bureau of Geology and Mineral Resources (Grant No.454-0601-YBN-DONH), the Yueqi Young Scholar of China University of Mining and Technology (Beijing) (Grant No.2020QN07), and the Fundamental Research Funds for the Central Universities (Grant No.2022JCCXDC01).",,,,,,,,,,"Zhang, J., Liu, J., The statistics and causes of dam break and leakage in chinese tailings pond (2019) China Molybdenum Ind, 43, pp. 10-14; (2015), Ministry of Environment Protection, Beijing, China; Wo, T.S., (2013) Tailings Pond Handbook, , Metallurgical Industry Press, Beijing, China; Ding, L., Fang, X., Cheng, S., Zeng, K., Liu, C., Study of Tailings Ponds’ Environmental Impact Region in Chengui Town, Daye based on Watershed Analysis (2014) Advanced Materials Research, Proceedings of the 3rd International Conference on Energy, Environment and Sustainable Development (EESD 2013), Shanghai, China, 12–13 November 2013, pp. 2772-2776. , Trans Tech Publications Ltd., Freienbach, Switzerland; Wang, Y.B., Xue, L.Y., Liu, J., Wang, J.X., Measures and application of environmental emergency treatment for sudden water polution incidents in tailing pond (2022) Environ. 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Eng, 15, pp. 2895-2903; Kossoff, D., Dubbin, W.E., Alfredsson, M., Edwards, S.J., Macklin, M.G., Hudson-Edwards, K.A., Mine tailings dams: Characteristics, failure, environmental impacts, and remediation (2014) Appl. Geochem, 51, pp. 229-245; Penman, A., Tailings Dams: Risk of Dangerous Occurrences (2001) Geoenvironmental Engineering: Geoenvironmental Impact Management: Proceedings of the Third Conference Organized by the British Geotechnical Association and Cardiff School of Engineering, Cardiff University, Edinburgh, UK, 17–19 September 2001, , Thomas Telford Publishing, London, UK; Wang, X., Tian, J., Li, X., Wang, L., Gong, H., Chen, B., Li, X., Guo, J., Benefits of Google Earth Engine in remote sensing (2022) J. Remote Sens, 26, pp. 299-309; Wang, L., Xu, M., Liu, Y., Liu, H., Beck, R., Reif, M., Emery, E., Wu, Q., Mapping Freshwater Chlorophyll-a Concentrations at a Regional Scale Integrating Multi-Sensor Satellite Observations with Google Earth Engine (2020) Remote Sens, 12; Gorelick, N., Hancher, M., Dixon, M., Ilyushchenko, S., Thau, D., Moore, R., Google Earth Engine: Planetary-scale geospatial analysis for everyone (2017) Remote Sens. Environ, 202, pp. 18-27; Cheng, W., Qian, X., Li, S., Ma, H., Liu, D., Liu, F., Liang, J., Ju, H., Research and application of PIE-Engine Studio for spatiotemporal remote sensing cloud computing platform (2022) J. Remote Sens, 26, pp. 347-355","Zhao, H.; State Key Laboratory of Coal Resources and Safe Mining, China; email: zhaohq@cumtb.edu.cn",,,"MDPI",,,,,20711050,,,,"English","Sustainability",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85137215157
"Kong X., Li Z., Zhang Y., Das S.","57834526200;57387553900;8933670500;55531140000;","Bridge Deck Deterioration: Reasons and Patterns",2022,"Transportation Research Record","2676","7",,"570","584",,1,"10.1177/03611981221080140","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85135557633&doi=10.1177%2f03611981221080140&partnerID=40&md5=c6359539b81c9f3c23bc7118afcafa05","Zachry Department of Civil & Environmental Engineering, Texas A&M University, College Station, TX, United States; Texas A&M Transportation Institute, San Antonio, TX, United States","Kong, X., Zachry Department of Civil & Environmental Engineering, Texas A&M University, College Station, TX, United States; Li, Z., Zachry Department of Civil & Environmental Engineering, Texas A&M University, College Station, TX, United States; Zhang, Y., Zachry Department of Civil & Environmental Engineering, Texas A&M University, College Station, TX, United States; Das, S., Texas A&M Transportation Institute, San Antonio, TX, United States","The deck condition of bridges is one of the most important factors impacting the connectivity and efficiency of transportation networks. Bridges with quickly deteriorating deck conditions are a huge financial burden for transportation agencies and can downgrade the efficiency of the whole transportation network. This study utilizes an interpretable machine learning framework, Shapley additive explanation (SHAP), to investigate the associations between various factors, such as wearing surface, deck structure, and so forth, and bridges with quickly deteriorating deck conditions nationwide. An XGBoost model is trained to perform the binary classification task on a heavily imbalanced dataset and classify relatively young bridges (less than 20 years old) with poor/fair deck conditions and relatively old bridges (30–40 years old) with good deck conditions in the National Bridge Inventory (NBI) database. The accuracy of the predictive model is 0.91, and the AUC score is about 0.83. After applying this well-performed predictive model on the interpretable machine learning framework, the results revealed that without wearing surface, corrugated steel deck structure, wide bridge structure, and long span are highly associated with bridges with quickly deteriorating decks. The results also show that bridges with a relatively low average daily traffic (ADT) or truck percentage of ADT are in a dilemma zone, where the overall traffic or truck volume of the bridge is not low enough to prevent fast deterioration, but not high enough for eligibility for the funding required for more durable materials during construction or appropriate maintenance. © National Academy of Sciences: Transportation Research Board 2022.","Artificial intelligence; Artificial intelligence and advanced computing applications; Bridge and structures management; Bridge condition data/assessment; Bridge data QC/QA; Bridges and structures; Construction; Data analytics; Data and data science; Infrastructure; Infrastructure management and system preservation; Machine learning (artificial intelligence); Pattern recognition","Classification (of information); Deterioration; Efficiency; Information management; Machine learning; Pattern recognition; Wear of materials; Artificial intelligence and advanced computing application; Bridge and structure; Bridge condition data/assessment; Bridge data QC/QA; Bridge management; Computing applications; Condition; Data analytics; Data and data science; Data assessment; Infrastructure; Infrastructure management and system preservation; Infrastructure managements; Infrastructure systems; Machine learning (artificial intelligence); Machine-learning; Structure management; Data Analytics",,,,,,,,,,,,,,,,"Yavuz, F., Attanayake, U., Aktan, H., Economic Impact Analysis of Bridge Construction (2017) Transportation Research Record: Journal of the Transportation Research Board, 2630, pp. 95-102; Memmott, J., (2007) Highway Bridges in the United States—An Overview, p. p. 6. , U.S. Department of Transportation, Washington, D.C; Zulifqar, A., Cabieses, M., Mikhail, A., Khan, N., (2014) Design of a Bridge Inspection System (BIS) to Reduce Time and Cost, , Farifax, VA; Hema, J., Guthrie, W.S., Fonseca, F.S., Concrete Bridge Deck Condition Assessment and Improvement Strategies (2004) Report UT-04.16, , Utah Department of Transportation, Salt Lake City; Soto, M.G., Adeli, H., Semi-Active Vibration Control of Smart Isolated Highway Bridge Structures Using Replicator Dynamics (2019) Engineering Structures, 186, pp. 536-552. , , Vol., pp; Kim, K.H., Nam, M.S., Hwang, H.H., Ann, K.Y., Prediction of Remaining Life for Bridge Decks Considering Deterioration Factors and Propose of Prioritization Process for Bridge Deck Maintenance (2020) Sustainability, 12 (24). , , Vol., No; Bayrak, H., Akgül, F., Effect of Coefficients of Regression Model on Performance Prediction Curves (2013) International Journal of Engineering and Applied Sciences, 5 (1), pp. 32-39. , , Vol., No., pp; Ghonima, O., Anderson, J.C., Schumacher, T., Unnikrishnan, A., Performance of US Concrete Highway Bridge Decks Characterized by Random Parameters Binary Logistic Regression (2020) ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 6 (1). , , Vol., No; Hasan, S., Elwakil, E., National Bridge Inventory Data-Based Stochastic Modeling for Deck Condition Rating of Prestressed Concrete Bridges (2020) Practice Periodical on Structural Design and Construction, 25 (3). , , Vol., No; Lavrenz, S.M., Saeed, T.U., Murillo-Hoyos, J., Volovski, M., Labi, S., Can Interdependency Considerations Enhance Forecasts of Bridge Infrastructure Condition? Evidence Using a Multivariate Regression Approach (2020) Structure and Infrastructure Engineering, 16 (8), pp. 1177-1185. , , Vol., No., pp; Lee, I.-K., Kim, W.-S., Kang, H.-T., Seo, J.-W., Analysis and Prediction of Highway Bridge Deck Slab Deterioration (2015) Journal of the Korea Institute for Structural Maintenance and Inspection, 19 (2), pp. 68-75. , , Vol., No., pp; Lu, P., Wang, H., Tolliver, D., Prediction of Bridge Component Ratings Using Ordinal Logistic Regression Model (2019) Mathematical Problems in Engineering, 2019. , https://doi.org/10.1155/2019/9797584; Pan, N.-F., Forecasting Bridge Deck Conditions Using Fuzzy Regression Analysis (2007) Journal of the Chinese Institute of Engineers, 30 (4), pp. 593-603. , , Vol., No., pp; Jiang, Y., Application and Comparison of Regression and Markov Chain Methods in Bridge Condition Prediction and System Benefit Optimization (2010) Journal of the Transportation Research Forum, 49 (2), pp. 91-110. , , Vol., No., pp; Jiang, Y., Sinha, K.C., Simulation Approach to Prediction of Highway Structure Conditions (1992) Transportation Research Record: Journal of the Transportation Research Board, 1347, pp. 11-17; Li, L., Sun, L., Ning, G., Deterioration Prediction of Urban Bridges on Network Level Using Markov-Chain Model (2014) Mathematical Problems in Engineering, 2014. , https://doi.org/10.1155/2014/728107; Madanat, S., Ibrahim, W.H.W., Poisson Regression Models of Infrastructure Transition Probabilities (1995) Journal of Transportation Engineering, 121 (3), pp. 267-272. , , Vol., No., pp; (2019) Condition Prediction of Concrete Bridge Decks Using Markov Chain Monte Carlo-Based Method, , Mohammed Abdelkader, E., O. 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US Department of Agriculture, Forest Service, Engineering Staff, Washington, D.C.; Namy, M., Charron, J.-P., Massicotte, B., Structural Behavior of Bridge Decks With Cast-in-Place and Precast Concrete Barriers: Numerical Modeling (2015) Journal of Bridge Engineering, 20 (12). , , Vol., No; Fujino, Y., Siringoringo, D., Vibration Mechanisms and Controls of Long-Span Bridges: A Review (2013) Structural Engineering International, 23 (3), pp. 248-268. , , Vol., No., pp; Ghaedi, K., Ibrahim, Z., Adeli, H., Javanmardi, A., Invited Review: Recent Developments in Vibration Control of Building and Bridge Structures (2017) Journal of Vibroengineering, 19 (5), pp. 3564-3580. , , Vol., No., pp; ","Zhang, Y.; Zachry Department of Civil & Environmental Engineering, United States; email: yzhang@civil.tamu.edu",,,"SAGE Publications Ltd",,,,,03611981,,TRRED,,"English","Transp Res Rec",Book Chapter,"Final","",Scopus,2-s2.0-85135557633
"Wang L., Wang H., Yang K., Xie S., Wei G., Li R., Wang W.","37012933100;56946133500;57732521300;57732020300;57732020400;57731771100;57192007966;","Full-Scale Prefabrication and Non-Destructive Quality Monitoring of Novel Bridge Substructure for “Pile-Column Integration”",2022,"Buildings","12","6","715","","",,1,"10.3390/buildings12060715","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85131563322&doi=10.3390%2fbuildings12060715&partnerID=40&md5=bcc5f0fd14cb0e63cff4bd09589ba16a","Bridge Engineering Research Institute, Guangxi Transportation Science and Technology Group Co., Ltd, Nanning, 530007, China; School of Civil Engineering, Southeast University, Nanjing, 211189, China; Guangxi Beibu Gulf Investment Group Co., Ltd, Nanning, 530029, China; College of Transportation, Jilin University, Changchun, 130025, China","Wang, L., Bridge Engineering Research Institute, Guangxi Transportation Science and Technology Group Co., Ltd, Nanning, 530007, China, School of Civil Engineering, Southeast University, Nanjing, 211189, China; Wang, H., Bridge Engineering Research Institute, Guangxi Transportation Science and Technology Group Co., Ltd, Nanning, 530007, China, Guangxi Beibu Gulf Investment Group Co., Ltd, Nanning, 530029, China; Yang, K., Guangxi Beibu Gulf Investment Group Co., Ltd, Nanning, 530029, China; Xie, S., Guangxi Beibu Gulf Investment Group Co., Ltd, Nanning, 530029, China; Wei, G., Guangxi Beibu Gulf Investment Group Co., Ltd, Nanning, 530029, China; Li, R., Guangxi Beibu Gulf Investment Group Co., Ltd, Nanning, 530029, China; Wang, W., College of Transportation, Jilin University, Changchun, 130025, China","The assembly process of “pile-column integration” is proposed in this study and applied in the engineering with the characteristics that most of the pile foundations are end-bearing piles, which is conducive to returning to the normal operation of transportation infrastructure in a timely manner. From the perspective of practical application, the bridge structure components, including pile column and cap beam, are reasonably designed and prefabricated according to the requirements of the reconstruction and expansion project of the old bridge. Through non-destructive testing technologies, the concrete strength, cover thickness of reinforcement, and component size of prefabricated components are monitored and tested to evaluate the quality of full-scale prefabricated bridge substructure for “pile-column integration”. The monitoring results showed that the concrete strength monitoring results of prefabricated components by the rebound method are relatively stable. The concrete strength of the prefabricated components was higher than the design concrete strength and their qualified rate was 100%. According to the monitoring of cover thickness of reinforcement, the measured cover thickness of reinforcement in prefabricated components by electromagnetic induction method fell within the allowable range, and their qualified rates were around 90%. The concrete strength and cover thickness of reinforcement for prefabricated components could meet the design requirements. Although the component size of the prefabricated components could be tested by a 3-D point cloud scanning system, the monitoring effect of a relatively smaller component size still needs to be improved. The quality monitoring of full-scale bridge substructures for “pile-column integration” proved the rationality of prefabrication and the feasibility of non-destructive testing technologies, providing references for the application of “pile-column integration”. © 2022 by the authors. Licensee MDPI, Basel, Switzerland.","full-scale prefabrication; non-destructive testing tech-nologies; pile-column integration; prefabricated bridge substructure",,,,,,"2020008; 2018-01-04; AD19245152; AB22035074; 20210508028RQ; China Postdoctoral Science Foundation: 2021T140262; Education Department of Jilin Province: JJKH20221019KJ; National Key Research and Development Program of China, NKRDPC: 2021YFB2600604","Funding: This research was funded by the Science and Technology Base and Talent Special Project of Guangxi Province, grant number AD19245152, Science and Technology Key R&D Project of Guangxi, grant number AB22035074, “Yongjiang Plan” of Nanning Leading Talents in Innovation and Entrepreneurship, grant number 2018-01-04, National Key R&D Program of China, grant number 2021YFB2600604, High-Level Entrepreneurship and Innovation Talents Project of Nanning High Tech Zone, grant number 2020008, China Postdoctoral Science Foundation, grant number 2021T140262, Scientific and Technological Project of Science and Technology Department of Jilin Province, grant number 20210508028RQ, and Scientific Research Project of Department of Education of Jilin Province, grant number JJKH20221019KJ.",,,,,,,,,,"Serra, M., Festa, G., Vassallo, M., Zollo, A., Quattrone, A., Ceravolo, R., Damage detection in elastic properties of masonry bridges using coda wave interferometry (2017) Struct. 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Mater, 188, pp. 820-832. , [CrossRef]; Kobaka, J., Katzer, J., Ponikiewski, T., A combined electromagnetic induction and radar-based test for quality control of steel fibre reinforced concrete (2019) Materials, 12, p. 3507. , [CrossRef]; Cui, Y., Li, Q.Q., Yang, B., Xiao, W., Chen, C., Dong, Z., Automatic 3-d reconstruction of indoor environment with mobile laser scanning point clouds (2019) IEEE J. Sel. Top. Appl. Earth Obs. Remote Sens, 12, pp. 3117-3130. , [CrossRef]","Wang, W.; College of Transportation, China; email: wangws@jlu.edu.cn",,,"MDPI",,,,,20755309,,,,"English","Buildings",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85131563322
"Zhou J., Lu Z., Zhou Z.","55845290200;57427355700;57427489600;","Structural Safety Assessment and Traffic Control Strategies of Widened Highway Bridges under Maintenance Works Requiring Partial Lane Closure",2022,"KSCE Journal of Civil Engineering","26","4",,"1846","1857",,1,"10.1007/s12205-022-0775-0","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85123467842&doi=10.1007%2fs12205-022-0775-0&partnerID=40&md5=c5740dc04696ca958dbd2f9263b0c605","School of Civil Engineering, Guangzhou University, Guangzhou, 510006, China","Zhou, J., School of Civil Engineering, Guangzhou University, Guangzhou, 510006, China; Lu, Z., School of Civil Engineering, Guangzhou University, Guangzhou, 510006, China; Zhou, Z., School of Civil Engineering, Guangzhou University, Guangzhou, 510006, China","An increasing number of existing bridges need to be widened due to the rapid growth of road transport. Owing to the discontinuities in design specifications for the new and old structures in the widened bridges, it is expected that the old bridge might fail to meet the new design standard, leading to a potential need for vastly retrofit or even totally reconstruction. However, the new and old bridges carry slow and fast traffic lanes respectively, resulting in an uneven distribution of traffic loads between them. A previous study indicated that most components of the old bridge possessed adequate security reserves under normal traffic conditions of all lanes open. However, there are occasional scenarios that the new bridge requires closing traffic lanes to perform maintenance works. Under such circumstances, the traffic is completely diverted from the new bridge to the old bridge, and the safety of the old bridge becomes a critical issue. This study proposes a numerical approach to investigate the structural safety of widened bridges under maintenance works requiring partial lane closure on the new bridge and recommends traffic control measures to ensure bridge safety. The results show that several old slabs are unsafe under the maintenance works requiring lane closure. The weight restriction with a limit value not exceeding 35 t can ensure the safety of the widened bridge, whereas speed control is not effective. The hybrid uses of weight restriction and speed control further enhance the safety of the bridge. When the speed limit is 60 km/h, the weight limits should be not greater than 50 t and 45 t for the one-lane and two-lane closure scenarios, respectively. The research findings are of benefit to bridge engineers when maintenance works requiring lane closures are planned on widened bridges. © 2022, Korean Society of Civil Engineers.","Lane closure; Maintenance work; Structural safety assessment; Traffic control; Traffic load modeling; Widened bridge","Bridges; Maintenance; Speed control; Traffic control; Control strategies; Lane closures; Maintenance work; Safety assessments; Structural safety; Structural safety assessment; Traffic lanes; Traffic load model; Weight restriction; Widened bridge; Safety engineering",,,,,"National Natural Science Foundation of China, NSFC: 51808148; Natural Science Foundation of Guangdong Province: 2019A1515010701; Guangzhou Municipal Science and Technology Project: 201904010188","This work was supported by the National Natural Science Foundation of China (CN) (grant number 51808148); Natural Science Foundation of Guangdong Province, China (CN) (grant number 2019A1515010701); and Guangzhou Municipal Science and Technology Project (CN) (grant number 201904010188).",,,,,,,,,,"(1998) Guide for widening highway bridges, manual of concrete practice, , American Concrete Institute, Farmington Hills, MI, USA; Gil, H., Kang, S., Multiple-presence statistics of heavy trucks based on high-speed weigh-in-motion data (2015) Advances in Structural Engineering, 18 (2), pp. 189-200; Hao, S., I-35W bridge collapse (2010) Journal of Bridge Engineering, 15, pp. 608-614; (2018) Specifications for design of highway reinforced concrete and prestressed concrete bridges and culverts, , JTG 3362-2018,. JTG 3362-2018, Ministry of Transport of China, Beijing, China (in Chinese); (2015) General specifications for design of highway bridges and culverts., , JTG D60, JTG D60-2015, Ministry of Transport of China, Beijing, China (in Chinese); (2014) Guidelines for design of expressway reconstruction and extension., , JTG/T L11-2014 (,), JTG/T L11-2014, Ministry of Transport of China, Beijing, China (in Chinese); (1989) General specifications for design of highway bridges and culverts, , Ministry of Transport of China, Beijing, China (in Chinese); Kameshwar, S., Misra, S., Padgett, J.E., Decision tree based bridge restoration models for extreme event performance assessment of regional road networks (2020) Structure and Infrastructure Engineering, 16 (3), pp. 431-451; Kim, J., Song, J., A comprehensive probabilistic model of traffic loads based on weigh-in-motion data for applications to bridge structures (2019) KSCE Journal of Civil Engineering, 23 (8), pp. 3628-3643; Lipari, A., Caprani, C.C., O’Brien, E.J., (2012) Micro-Simulation Modelling of Congestion due to Lane Closures. 2012 Irish Transport Research Network (ITRN) Conference, August, pp. 29-30. , Belfast, UK; Nagel, K., Schreckenberg, M., A cellular automaton model for freeway traffic (1992) Journal of de Physique I, 2 (12), pp. 2221-2229; O’Brien, E.J., Enright, B., Modeling same-direction two-lane traffic for bridge loading (2011) Structural Safety, 33 (4-5), pp. 296-304; Ruan, X., Zhou, J., Tu, H., Jin, Z., Shi, X., An improved cellular automaton with axis information for microscopic traffic simulation (2017) Transportation Research Part C: Emerging Technologies, 78, pp. 63-77; Tu, B., Fang, Z., Dong, Y., Frangopol, D.M., Time-variant reliability analysis of widened deteriorating prestressed concrete bridges considering shrinkage and creep (2017) Engineering Structures, 153, pp. 1-16; Wu, W., Shan, H., Yang, S., Tang, Z., Key assumption to evaluate the mechanical performance of widened voided-slab bridge due to foundation settlement (2018) KSCE Journal of Civil Engineering, 22 (4), pp. 1225-1234; Zhou, J., Caprani, C.C., A practical multi-lane factor model of bridges based on multi-truck presence considering lane load disparities (2021) Frontiers of Structural and Civil Engineering, 15 (4), pp. 877-894; Zhou, J., Caprani, C.C., Zhang, L., On the structural safety of longspan bridges under traffic loadings caused by maintenance works (2021) Engineering Structures, 240, p. 112407; Zhou, J., Chen, Z., Yi, J., Ma, H., Investigation of multi-lane factor models for bridge traffic load effects using multiple lane traffic data (2020) Structures, 24, pp. 444-455; Zhou, J., Hu, C., Chen, Z., Wang, X., Wang, T., Extreme value modeling of coincident lane load effects for multi-lane factors of bridges using peaks-over-threshold method (2021) Advances in Structural Engineering, 24 (3), pp. 539-555; Zhou, J., Li, T., Ye, X., Shi, X., Safety assessment of widened bridges considering uneven multilane traffic-load modeling: Case study in China (2020) Journal of Bridge Engineering, 25 (9), p. 05020008; Zhou, J., Liu, Y., Yi, J., Effect of uneven multi-lane truck loading of multi-girder bridges on component reliability (2020) Structural Concrete, 21 (4), pp. 1644-1661; Zhou, J., Ruan, X., Shi, X., Caprani, C.C., An efficient approach for traffic load modelling of long span bridges (2019) Structure and Infrastructure Engineering, 15 (5), pp. 569-581; Zhou, J., Shi, X., Caprani, C.C., Ruan, X., Multi-lane factor for bridge traffic load from extreme events of coincident lane load effects (2018) Structural Safety, 72, pp. 17-29; Zhou, J., Shi, X., Zhang, L., Sun, Z., Traffic control technologies without interruption for component replacement of long-span bridges using microsimulation and site-specific data (2019) Structural Engineering and Mechanics, 70 (2), pp. 169-178; Zhu, B., Frangopol, D.M., Time-variant risk assessment of bridges with partially and fully closed lanes due to traffic loading and scour (2016) Journal of Bridge Engineering, 21 (6), p. 04016021","Zhou, J.; School of Civil Engineering, China; email: jyzhou@gzhu.edu.cn",,,"Springer Verlag",,,,,12267988,,,,"English","KSCE J. Civ. Eng.",Article,"Final","",Scopus,2-s2.0-85123467842
"Ghosh D., Gupta H., Mittal A.K.","57213708572;57205512884;57203076667;","Non-destructive Evaluation of Historic Masonry Structures Using Infrared Thermography and GPR",2022,"Lecture Notes in Mechanical Engineering",,,,"315","327",,1,"10.1007/978-981-16-9093-8_26","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85128886301&doi=10.1007%2f978-981-16-9093-8_26&partnerID=40&md5=3f7ad5bc79590cc0a06b0a2daddd7f1f","CSIR-Central Building Research Institute, Roorkee, India","Ghosh, D., CSIR-Central Building Research Institute, Roorkee, India; Gupta, H., CSIR-Central Building Research Institute, Roorkee, India; Mittal, A.K., CSIR-Central Building Research Institute, Roorkee, India","The Solani Aqueduct was built over the Solani River in Roorkee, Haridwar District, Uttarakhand, to traverse the Upper Ganga Canal, which was built by the Britishers for irrigation purposes. In the year 1854, the construction was completed. Along with the Aqueduct, a road bridge or carriageway was constructed to cross the river. This bridge carries a considerable amount of traffic; however, it is decrepit in various places. Because of the constant storage of water in the Ganga canal aqueduct, the structural characteristics inside the bridge are buried, and it is also inaccessible from any other site. Over time, the structure has degraded, and visual distresses can be seen. Therefore, it is imperative to assess the structural conditions to understand this historic structure's present load transfer mechanism. Non-destructive testing is a feasible option for detecting these concealed structural characteristics. Infrared thermal imaging and Ground Penetrating Radar (GPR) investigation have been performed to assess the structure's present condition. Infrared Thermography (IRT) is used for the localization of defects, moisture seepage, and disintegration of masonry at inaccessible locations. GPR inspection is carried out on the carriageway to detect hidden structural features. The acquired radargrams are further processed to remove noises in the image. The arch-like signatural system and traces of inspection gallery is observed beneath the carriageway. © 2022, Indian Society for Non-destructive Testing.","Cultural heritage; GPR; Infrared thermography; NDT; Solani aqueduct","Disintegration; Geological surveys; Hydraulic structures; Masonry construction; Masonry materials; Nondestructive examination; Thermography (imaging); Amounts of traffics; Carriageways; Cultural heritages; Ground Penetrating Radar; Historic masonry; Masonry structures; Non destructive evaluation; Road bridge; Solani aqueduct; Structural characteristics; Ground penetrating radar systems",,,,,,,,,,,,,,,,"Water Highways the Aqueduct Wonders (2008) NBM&CW Infra Construction and Equipment Magazine, , www.nbmcw.com/article-report/infrastructure-construction/roads-and-pavements/ water-highwaysthe-aqueduct-wonders.html; Thusyanthan, I., Blower, T., Cleverly, W., Innovative uses of thermal imaging in civil engineering (2017) Proc Inst Civ Eng Civ Eng, 170, pp. 81-87. , https://doi.org/10.1680/jcien.16.00014; Hiasa, S., (2016) Investigation of Infrared Thermography for Subsurface Damage Detection of Concrete Structures, , http://stars.library.ucf.edu/etd/5063; Wibowo, H., (2016) Delamination Assessment of an Ultra-High Performance Concretedeck Overlay Using Infrared Imaging, pp. 1-8. , https://doi.org/10.21838/uhpc.2016.112, In: First international interaction symposium UHPC, pp; Matovu, M.J., Farhidzadeh, A., Salamone, S., Damage assessment of steel-plate concrete composite walls by using infrared thermography: A preliminary study (2016) J Civ Struct Heal Monit, 6, pp. 303-313. , https://doi.org/10.1007/s13349-016-0169-4; Pettinelli E, coauthors (2014) A controlled experiment to investigate the correlation between early-time signal attributes of ground-coupled radar and soil dielectric properties. J Appl Geophys 101:68–76; Verdonck, L., Vermeulen, F., Corsi, C., Docter, R., Ground-penetrating radar survey at the Roman town of Mariana (Corsica), complemented with fluxgate gradiometer data and old and recent excavation results (2012) Near Surf Geophys, 10 (1), pp. 35-45; Goodman, D., Salvatore, P., GPR imaging on historical buildings and structures (2013) GPR Remote Sensing in Archaeology. Geotechnologies and the Environment. Springer, New York, Pp, pp. 143-157; Binda, L., Zanzi, L., Lualdi, M., Condoleo, P., The use of Georadar to assess damage to a masonry bell tower in Cremona, Italy (2005) NDT E Int, 38, pp. 171-179; Leucci, G., Persico, R., Soldovieri, F., Detection of fractures from GPR data: The case history of the Cathedral of Otranto (2007) J Geophys Eng, 4 (4), pp. 452-461; Pérez-Gracia, V., García, F., Pujades, L.G., Drigo, R.G., Di Capua, D., GPR survey to study the restoration of a Roman monument (2008) J Cult Herit, 9 (1), pp. 89-96; Pérez-Gracia, V., González-Drigo, R., Sala, R., Ground-penetrating radar resolution in cultural heritage applications (2012) Near Surf Geophys, 10 (1), pp. 77-87; Sala, R., Tamba, R., Garcia-Garcia, E., Application of geophysical methods to cultural heritage (2016) Elements, 12 (1), pp. 19-25; Santos-Assunçao, S., Perez-Gracia, V., Caselles, O., Clapes, J., Salinas, V., Assessment of complex masonry structures with GPR compared to other non-destructive testing studies (2014) Remote Sensing, 6 (9), pp. 8220-8237; Ghosh, D., Gupta, H., Mittal, A.K., Shekhar, R., Inspection of heritage structure using infrared thermography. In: Conference and exhibition of the Indian Society for NDT (December) (2017) Chennai, , Tamil Nadu, India","Ghosh, D.; CSIR-Central Building Research InstituteIndia; email: debdutta@cbri.res.in","Mandayam S.Sagar S.P.",,"Springer Science and Business Media Deutschland GmbH","Conference and Exhibition on Non Destructive Evaluation, NDE 2020","10 December 2020 through 12 December 2020",,276729,21954356,9789811690921,,,"English","Lect. Notes Mech. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85128886301
"Saback de Freitas Bello V., Popescu C., Blanksvärd T., Täljsten B.","57388414800;56272949500;20336636900;8703323300;","Framework for Bridge Management Systems (BMS) Using Digital Twins",2022,"Lecture Notes in Civil Engineering","200 LNCE",,,"687","694",,1,"10.1007/978-3-030-91877-4_78","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121920211&doi=10.1007%2f978-3-030-91877-4_78&partnerID=40&md5=6fdff59ca9db3312e752a9205198f0a7","Luleå University of Technology (LTU), Luleå, Sweden; SINTEF Narvik AS, Narvik, 8517, Norway","Saback de Freitas Bello, V., Luleå University of Technology (LTU), Luleå, Sweden; Popescu, C., Luleå University of Technology (LTU), Luleå, Sweden, SINTEF Narvik AS, Narvik, 8517, Norway; Blanksvärd, T., Luleå University of Technology (LTU), Luleå, Sweden; Täljsten, B., Luleå University of Technology (LTU), Luleå, Sweden","Bridge structures have significantly long life spans; many medieval and historic bridges remain in operation in the world. The concept of bridge management contains the activities related to managing bridge inspections and condition assessment, which can be gathered into a Bridge Management System (BMS). Deterioration and failures have increased over the years in the already aging bridges; therefore, the importance of BMS to ensure safety of bridge operation and maximize investments in bridge maintenance has also increased. Digital Twin (DT) technology can be applied in the construction industry to achieve smart management through the entire life cycle of structures. Unlike the aerospace and manufacturing industries, the maturity of development of DT models in the construction industry still lags behind. In this study, a literature review was initially performed to gather knowledge on the origins of the digital twin concept and current best practice focused on bridge structures. A systematic approach for the literature review is presented in the methodology. Lastly, a framework for facility management of bridge structures using digital twins is proposed. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","BMS; Bridge management systems; Bridges; Digital twins; Facility management","Bridges; Construction industry; Deterioration; Life cycle; Bridge inspection; Bridge management; Bridge management system; Bridge structures; Facilities management; Historic bridges; Lifespans; Literature reviews; Long life; Office buildings",,,,,"Energimyndigheten","This work was carried out within the strategic innovation program InfraSweden2030, a joint venture by Vinnova, Formas and The Swedish Energy Agency, the work is also funded by SBUF (construction industry’s organisation for research and development in Sweden) and Skanska Sweden.",,,,,,,,,,"Khan, M.A., Recent developments in ABC concepts (2015) Accelerated Bridge Construction, pp. 53-102. , Khan MA, Butterworth-Heinemann, Boston, pp, ISBN 978-0-12-407224-4; Mirzaei, Z., Adey, B.T., Klatter L (2014) Thompson P (2014) the IABMAS Bridge Management Committee Overview of Existing Bridge Management Systems; Morgenthal, G., Framework for automated UAS-based structural condition assessment of bridges (2019) Autom Constr, 97, pp. 77-95; Isailovic, D., Stojanovic, V., Trapp, M., Richter, R., Hajdin, R., Döllner, J., Bridge damage: Detection, IFC-based semantic enrichment and visualization (2020) Autom Constr, 112; Popescu C, Täljsten B, Blanksvärd T, Elfgren L (2019) 3D reconstruction of existing concrete bridges using optical methods. Struct Infrastruct Eng (2019). https://doi.org/10.1080/157 32479.2019.1594315; Riveiro, B., Jauregui, D.V., Arias, P., Armesto, J., Jiang, R., An innovative method for remote measurement of minimum vertical under clearance in routine bridge inspection (2012) Autom Constr, 25, pp. 34-40; Huthwohl, P., Brilakis, I., Borrmann, A., Sacks, R., Integrating RC bridge defect information into BIM models (2018) J Comput Civil Eng, 32 (3), pp. 04018013-4018021; Ban, F., Barazzetti, L., Previtali, M., Roncoroni, F., Historic BIM: A new repository for structural health monitoring (2017) International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences-Isprs Archives, 42, pp. 269-274. , pp; Cha G, Park S, Oh T (2019) A terrestrial LiDAR-based detection of shape deformation for maintenance of bridge structures. J Constr Eng Manag 145(12) (04019075):04019075–1– 04019075–12; Borin, P., Cavazzini, F., Condition assessment of RC bridges. Integrating machine learning, photogrammetry and BIM (2019) International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences-Isprs Archives, 42, pp. 201-208. , pp; Barazzetti, L., Ban, F., Brumana, R., Previtali, M., Roncoroni, F., BIM from laser scans… not just for buildings: NURBSbased parametric modeling of a medieval bridge (2016) ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 3-5, pp. 51-56. , pp; Stavroulaki, M.E., Riveiro, B., Drosopoulos, G.A., Solla, M., Koutsianitis, P., Stavroulakis, G.E., Modelling and strength evaluation of masonry bridges using terrestrial photogrammetry and finite elements (2016) Adv Eng Softw, , https://doi.org/10.1016/j.advengsoft.2015.12.007; Popescu, C., Optical methods and wireless sensors for monitoring of bridges. In: IABSE symposium (2019) Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management; McKenna, T., Minehane, M., O’Keefe, B., O’Sullivan, G., Ruane, K., Bridge information modelling (BrIM) for a listed viaduct (2017) In: Proceedings of the Institution of Civil Engineers: Bridge Engineering (1600007); León-Robles, C.A., Reinoso-Gordo, J.F., González-Quiñones, J.J., Heritage building information modeling (H-BIM) applied to a stone bridge (2019) ISPRS Int J Geo-Inf, 8, p. 121; Riveiro, B., González-Jorge, H., Varela, M., Jauregui, D.V., Validation of terrestrial laser scanning and photogrammetry techniques for the measurement of vertical under clearance and beam geometry in structural inspection of bridges (2013) Measurement, 46, pp. 784-794; Alani, A.M., Aboutalebi, M., Kilic, G., Integrated health assessment strategy using NDT for reinforced concrete bridges (2014) NDT E Int, 61, pp. 80-94; Abu Dabous, S., Yaghi, S., Alkass, S., Moselhi, O., (2015) Concrete Bridge Deck Condition Assessment Using IR Thermography and Ground Penetrating Radar Technologies, , 5th international/11th construction specialty conference (262; Conde, B., Ramos, L.F., Oliveira, D.V., Riveiro, B., Solla, M., Structural assessment of masonry arch bridges by combination of non-destructive testing techniques and three-dimensional numerical modelling: Application to Vilanova Bridge (2017) Eng Struct, 148, pp. 621-638; Xu, Y., Turkan, Y., BrIM and UAS for bridge inspections and management (2019) Eng Constr Archit Manag, 27 (3), pp. 785-807; Delgado, J.M.D., Brilakis, I., Middleton, C., Modelling, management, and visualization of structural performance monitoring data on BIM (2016) Proceedings of the International Conference on Smart Infrastructure and Construction, ICSIC, 2016, pp. 543-549. , pp; Davila Delgado, J.M., Butler, L.J., Gibbons, N., Brilakis, I., Elshae, M.Z.E., Middleton, C., Management of structural monitoring data of bridges using BIM (2017) Bridge Eng, 170 (10), pp. 204-218; Sacks, R., SeeBridge as next generation bridge inspection: Overview, information delivery manual and model view definition (2018) Autom Constr, 90, pp. 134-145; Omer, M., Margetts, L., Hadi Mosleh, M., Hewitt, S., Parwaiz, M., Use of gaming technology to bring bridge inspection to the office (2019) Struct Infrastruct Eng, 15 (10), pp. 1292-1307; Zhao, Z., Integrating BIM and IoT for smart bridge management (2019) IOP Conf Ser Earth Environ Sci 371(022034) (2019); Khajavi, S.H., Motlagh, N.H., Jaribion, A., Werner, L.C., Holmstrom, J., Digital twin: Vision, benefits, boundaries, and creation for buildings (2019) IEEE Access, 7 (10), pp. 147406-147419; Abu Dabous, S., Yaghi, S., Alkass, S., Moselhi, O., Concrete bridge deck condition assessment using IR thermography and ground penetrating radar technologies (2017) Autom Constr, 81, pp. 340-354; McGuire, B., Atadero, R., Clevenger, C., Ozbek, M., Bridge information modeling for inspection and evaluation (2016) J Bridge Eng, 21 (4); Boddupalli, C., Sadhu, A., Rezazadeh Azar, E., Pattyson, S., Improved visualization of infrastructure monitoring data using building information modeling (2019) Struct Infrastruct Eng, 15 (9), pp. 1247-1263; Lu, R., Brilakis, I., Digital twinning of existing reinforced concrete bridges from labelled point clusters (2019) Autom Constr, 105; Wan, C., Development of a bridge management system based on the building information modeling technology (2019) Sustainability, 11 (4583); Zhu, J., Tan, Y., Wang, X., Wu, P., BIM/GIS integration for web GIS-based bridge management (2020) Ann GIS, , https://doi.org/10.1080/19475683.2020.1743355; Lu, Q., Xie, X., Heaton, J., Parlikad, A.K., Schooling, J., From BIM towards digital twin: Strategy and future development for smart asset management (2020) Stud Comput Intell, 853, pp. 392-404; Cimino, C., Negri, E., Fumagalli, L., Review of digital twin applications in manufacturing (2019) Comput Ind, 113; Kritzinger, W., Karner, M., Traar, G., Henjes, J., Sihn, W., Digital twin in manufacturing: A categorical literature review and classification (2018) IFAC Papers Online, 51 (11), pp. 1016-1022; Andersen, J.E., Rex, S., Concrete bridge deck condition assessment using IR thermography and ground penetrating radar technologies. In: 20th congress of IABSE (2019) New York City 2019: The Evolving Metropolis; Shim, C.-S., Dang, N.-S., Lon, S., Jeon, C.-H., Development of a bridge maintenance system for prestressed concrete bridges using 3D digital twin model (2019) Struct Infrastruct Eng, 15 (10), pp. 1319-1332; Ye, C., A digital twin of bridges for structural health monitoring (2019) In: Proceedings of the 12Th International Workshop on Structural Health Monitoring (2019)","Saback de Freitas Bello, V.; Luleå University of Technology (LTU)Sweden; email: vanessa.saback.de.freitas@ltu.se","Pellegrino C.Faleschini F.Zanini M.A.Matos J.C.Casas J.R.Strauss A.",,"Springer Science and Business Media Deutschland GmbH","1st Conference of the European Association on Quality Control of Bridges and Structures, EUROSTRUCT 2021","29 August 2021 through 1 September 2021",,269849,23662557,9783030918767,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121920211
"Carsana M., Biondini F., Redaelli E., Valoti D.O.","25649024600;6602613840;15027525900;57388305100;","On-Site Corrosion Characterization of 50-Year-Old PC Deck Beams",2022,"Lecture Notes in Civil Engineering","200 LNCE",,,"954","961",,1,"10.1007/978-3-030-91877-4_109","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121910618&doi=10.1007%2f978-3-030-91877-4_109&partnerID=40&md5=cf803a0df87da328c88c8ff61896c138","Department of Chemistry, Materials and Chemical Engineering “Giulio Natta”, Politecnico di Milano, Milan, 20131, Italy; Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, 20133, Italy","Carsana, M., Department of Chemistry, Materials and Chemical Engineering “Giulio Natta”, Politecnico di Milano, Milan, 20131, Italy; Biondini, F., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, 20133, Italy; Redaelli, E., Department of Chemistry, Materials and Chemical Engineering “Giulio Natta”, Politecnico di Milano, Milan, 20131, Italy; Valoti, D.O., Department of Chemistry, Materials and Chemical Engineering “Giulio Natta”, Politecnico di Milano, Milan, 20131, Italy","Many existing concrete structures, built around the middle of the last century, have now reached the end of service life and require maintenance interventions to repair degradation damage, especially due to corrosion of steel reinforcement. In order to correctly design the restoration interventions and fulfil safety, robustness and durability requirements through performance-based approaches, it is necessary to perform wide inspection and monitoring campaigns and evaluate the state of degradation of structures and infrastructural facilities, particularly bridges and viaducts. In the framework of the BRIDGE|50 research project (Residual Structural Performance of a 50-Year-Old Bridge) a study is ongoing on a group of PC deck beams obtained from a viaduct demolished in Turin after a 50-year service life. This paper discusses the preliminary results of the inspection activities carried out on these structural members, currently stored in a dedicated testing area for defining the criteria, methods and procedures for the characterization of the state of materials degradation, the condition structural assessment and the maintenance of concrete bridges and viaducts. In particular, both visual observations and non-destructive testing (NDT) have been carried out on deck beams to evaluate their corrosion state. This paper is focusing on electrochemical methods such as half-cell potential mapping and resistivity measurements. The properties of concrete of these reinforced elements will be also investigated by performing some analysis on samples collected during the inspection activities. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Corrosion; Corrosion potential; Degradation; Electrical resistivity; Inspection; Reinforced concrete","Bridge decks; Concrete bridges; Nondestructive examination; Reinforced concrete; Repair; Steel corrosion; Corrosion characterization; Corrosion of steel; Corrosion potentials; Infrastructural facilities; Inspection activities; Materials degradation; Performance based approach; Restoration intervention; Steel reinforcements; Structural performance; Inspection",,,,,"Allegheny Technologies Incorporated, ATI; Politecnico di Torino, POLITO; Politecnico di Milano; Regione Piemonte","BRIDGE|50 is a research project based on a research agreement among universities, public authorities, and private companies. Members of the Management Committee: S.C.R. Piemonte (President); Politecnico di Milano (Scientific Coordinator); Politecnico di Torino (Scientific Responsible of the Experimental Activities); Lombardi Engineering (Secretary); Piedmont Region; City of Turin; Metropolitan City of Turin; TNE Torino Nuova Economia; ATI Itinera & C.M.B.; ATI Despe & Perino Piero; Quaranta Group. BRIDGE|50 website: http://www. bridge50.org.",,,,,,,,,,"Bertolini, L., Elsener, B., Pedeferri, P., Redaelli, E., Polder, R., (2013) Corrosion of Steel in Concrete. Wiley-Vch, , Weinheim; Biondini, F., Frangopol, D.M., Life-cycle performance of deteriorating structural systems under uncertainty: Review (2016) J Struct Eng ASCE, 142 (9); (2019) Life-Cycle Design, Assessment and Maintenance of Structures and Infrastructure Systems, , Biondini F, Frangopol DM, Reston: American Society of Civil Engineers (ASCE); Biondini, F., BRIDGE|50 research project: Residual structural performance of a 50-year-old bridge. In: 10th International Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), Japan (2020); Pubblici, C.S.D.L., (2020) Linee Guida per La Classificazione E Gestione Del Rischio, La Valutazione Della Sicurezza E Il Monitoraggio Dei Ponti Esistenti; Cigna R, Andrade C, Nürnberger U, Polder R, Weydert R, Seitz E (Eds) (2003) COST Action 521, “Corrosion of Steel in Reinforced Concrete Structures”, Final Report. European Communities, Luxembourg, Publication EUR 20599; Elsener, B., Andrade, C., Gulikers, J., Polder, R., Raupach, M., (2003) Recommendations on Half-Cell Measurements-Potential Mapping on Reinforced Concrete Structures. Mater Struct, 36 (7), pp. 461-471","Carsana, M.; Department of Chemistry, Italy; email: maddalena.carsana@polimi.it","Pellegrino C.Faleschini F.Zanini M.A.Matos J.C.Casas J.R.Strauss A.",,"Springer Science and Business Media Deutschland GmbH","1st Conference of the European Association on Quality Control of Bridges and Structures, EUROSTRUCT 2021","29 August 2021 through 1 September 2021",,269849,23662557,9783030918767,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121910618
"Kral’ovanec J., Moravčík M., Koteš P., Matejov A.","57219949051;22980983100;6505747528;57226788922;","Parametric Study of Saw-Cut Method",2022,"Lecture Notes in Civil Engineering","189 LNCE",,,"10","19",,1,"10.1007/978-3-030-86001-1_2","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85115837210&doi=10.1007%2f978-3-030-86001-1_2&partnerID=40&md5=e6adf0777fbfd724f6d6dd56860b4079","Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Univerzitná 8215/1, Žilina, 010 26, Slovakia; Faculty of Civil Engineering, Department of Railway Engineering and Track Management, University of Žilina, Univerzitná 8215/1, Žilina, 010 26, Slovakia","Kral’ovanec, J., Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Univerzitná 8215/1, Žilina, 010 26, Slovakia; Moravčík, M., Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Univerzitná 8215/1, Žilina, 010 26, Slovakia; Koteš, P., Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Univerzitná 8215/1, Žilina, 010 26, Slovakia; Matejov, A., Faculty of Civil Engineering, Department of Railway Engineering and Track Management, University of Žilina, Univerzitná 8215/1, Žilina, 010 26, Slovakia","Knowledge of the level of residual prestressing is a crucial basis for determining the load-carrying capacity of prestressed concrete structures. The value of prestressing force decreases over time because of expected but sometimes also unexpected factors. Expected factors include prestress losses according to available standards. On the other hand, prestress losses that are not considered in standards can be attributed to environmental distress or conceptual problems of prestressed concrete structures. In Europe, we are challenging ageing infrastructure. Thus, we need to decide whether old bridges should be replaced, or their structural state facilitates to preserve them in service. The level of prestressing can be evaluated, e.g., using indirect methods for determining the value of residual prestressing force. These methods are based on the measurements of deflection, the width of the crack, or stress (strain) and subsequently, it is possible to determine the actual state of prestressing indirectly using obtained results. This paper introduces the parametric study of Saw-cut method which is generally considered as a non-destructive indirect method. A presented study is performed for the determination of factors that could influence the application of Saw-cut methods in practice. The studied factors include the value of prestressing force, depth and axial distance of saw-cuts, and FE mesh. For numerical analysis, a 2D finite element model with the assumption of nonlinear material behavior is performed in ATENA 2D Software. Finally, the conclusions of the parametric study are discussed and summarized. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Assessment; Parametric study; Prestress losses; Prestressed concrete; Saw-cut method","Concrete beams and girders; Concrete buildings; Concrete construction; Prestressed beams and girders; Prestressing; Ageing infrastructures; Assessment; Conceptual problems; Indirect methods; Parametric study; Prestress loss; Prestressed concrete structures; Prestressing forces; Saw-cut method; Structural state; Prestressed concrete",,,,,"Vedecká Grantová Agentúra MŠVVaŠ SR a SAV, VEGA: 1/0045/19, 1/0306/21, 7957","Acknowledgements. This research project was supported by the Slovak Grant Agency under contracts No. 1/0045/19 and No. 1/0306/21 and by the Grant System of the University of Žilina under contract No. 7957.",,,,,,,,,,"Bujňáková, P., Strieška, M.: Development of precast concrete bridges during the last 50 years in Slovakia. In: International scientific conference on sustainable, modern and safe transport. TRANSCOM 2017. Procedia Engineering, vol. 192, pp. 75–79 (2017). https://doi.org/10. 1016/j.proeng.2017.06.013; Halvonik, J., Borzovic, V., Paulik, P., Slab-on-girder bridges in Slovakia (2019) Proceedings of the International Fib Symposium on Conceptual Design of Structures, pp. 113-120. , pp., Madrid, Spain; Bujňáková, P., Anchorage system in old post-tensioned precast bridges (2020) Civil Environ. Eng., 16, pp. 379-387. , https://doi.org/10.2478/cee-2020-0038; Bujnak, J., Bujnakova, P., Jedraszak, B., Modelling and verification of bridge behaviour (2018) MATEC Web Conf, 174. , https://doi.org/10.1051/matecconf/201817403002; Neslušan, M., Bahleda, F., Trojan, K., Pitoňák, M., Zgútová, K.: Barkhausen noise in over-stressed wires. J. Magn. Magn. Mater. 513, 167134 (2020). https://doi.org/10.1016/j.jmmm. 2020.167134; Neslušan, M., Bahleda, F., Minárik, P., Zgútová, K., Jambor, M., Non-destructive monitoring of corrosion extent in steel rope wires via Barkhausen noise emission (2019) J. Magn. Magn. Mater., 484, pp. 179-187. , https://doi.org/10.1016/j.jmmm.2019.04.017; Šrámek, J., Neslušan, M., Bahleda, F., Zgútová, K., Schenk, P., Influence of sample size and magnetizing voltage on Barkhausen noise during bending and uniaxial tensile test (2020) Acta Phys. Polonica A, 137, pp. 640-643. , https://doi.org/10.12693/APhysPolA.137.640; Vičan, J., Farbák, M., Analysis of high-strength steel pin connection (2020) Civil Environ. Eng., 16, pp. 276-281. , https://doi.org/10.2478/cee-2020-0027; Gocál, J., Odrobiňák, J., On the influence of corrosion on the load-carrying capacity of old riveted bridges (2020) Materials, 13, p. 717. , https://doi.org/10.3390/ma13030717; Kraľovanec, J., Moravčík, M., Numerical verification of the saw-cut method (2021) IOP Conference Series: Materials Science and Engineering, 1015. , https://doi.org/10.1088/1757-899X/1015/1/012031, vol., 2021; Kraľovanec, J., Moravčík, M., Bujňáková, P., Jošt, J., Indirect determination of residual pre-stressing force in post-tensioned concrete beam (2021) Materials, 14, p. 1338. , https://doi.org/10.3390/ma14061338; Bagge, N., Nilimaa, J., Elfgren, L., In-situ methods to determine residual prestress forces in concrete bridges (2017) Eng. Struct., , https://doi.org/10.1016/j.engstruct.2016.12.059; Bagge, N., Nilimaa, J., Blanksvärd, T., Elfgren, L., Instrumentation and full-scale test of a post-tensioned concrete bridge (2014) Nordic Concr. Res., 51, pp. 63-83; Červenka, V., Jendele, L., Červenka, J., ATENA Program Documentation – Part 1 (2018) Theory. Prague, , https://www.cervenka.cz/assets/files/atena-pdf/ATENA_Theory.pdf; Červenka, V., Červenka, J., (2015) ATENA Program Documentation – Part 2–1. User’s Manual for ATENA 2D, , https://www.cervenka.cz/assets/files/atena-pdf/ATENA-Engine ering-2D_Users_manual.pdf, Prague; Červenka, J., (2015) ATENA Program Documentation – Part 4–1. Tutorial for Program ATENA 2D, , https://www.cervenka.cz/assets/files/atena-pdf/ATENA-Engineering-2D_Tut orial.pdf, Prague; Janda, Z., Červenka, J., (2009) ATENA Program Documentation – Part 4–3. Tutorial for Construction Process Modelling in ATENA 2D, , https://www.cervenka.cz/assets/files/atena-pdf/ATENA-Engineering-2D_Tutorial_Construction_Process.pdf, Prague; Eurocode 2: Design of Concrete Structures—Part 1–1: General Rules and Rules for Buildings; STN EN 1992–1–1+A1; Slovak Technical Standard; Slovak Office of Standards, Metrology and Testing: Bratislava, Slovakia (2015)","Kral’ovanec, J.; Department of Structures and Bridges, Univerzitná 8215/1, Slovakia; email: jakub.kralovanec@uniza.sk","Akimov P.Vatin N.",,"Springer Science and Business Media Deutschland GmbH","30th Annual Russian-Polish-Slovak Seminar Theoretical Foundation of Civil Engineering, RSP 2021","13 September 2021 through 18 September 2021",,265859,23662557,9783030860004,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85115837210
"Chen S., Yang Y., Shen Z., Javanmardi A.","57203314677;57192551695;55219953800;57192668747;","Reconstruction of Min-Zhe Wooden Arch Bridges and Its Legitimation as Tangible and Intangible Heritage",2022,"International Journal of Architectural Heritage","16","12",,"1779","1796",,1,"10.1080/15583058.2021.1908444","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85104240227&doi=10.1080%2f15583058.2021.1908444&partnerID=40&md5=57c36133b3a485d0090ecc6fb32bf0eb","International Joint Laboratory of Spatial Planning and Sustainable Development, Fuzhou-Kanazawa University, Fuzhou University, Fuzhou, China; School of Architecture and Urban-Rural Planning, Fuzhou University, Fuzhou, China; School of Civil Engineering, Fuzhou University, Fuzhou, China; School of Environmental Design, Kanazawa University, Kanazawa, Japan","Chen, S., International Joint Laboratory of Spatial Planning and Sustainable Development, Fuzhou-Kanazawa University, Fuzhou University, Fuzhou, China, School of Architecture and Urban-Rural Planning, Fuzhou University, Fuzhou, China; Yang, Y., School of Civil Engineering, Fuzhou University, Fuzhou, China; Shen, Z., International Joint Laboratory of Spatial Planning and Sustainable Development, Fuzhou-Kanazawa University, Fuzhou University, Fuzhou, China, School of Environmental Design, Kanazawa University, Kanazawa, Japan; Javanmardi, A., School of Civil Engineering, Fuzhou University, Fuzhou, China","Min-Zhe bridge in Fu-Jian and Zhe-Jiang Provinces of China is a unique type of woven wooden arch bridge with important cultural heritage values in both tangible and intangible fields. Reconstruction (including in-situ rebuilding and relocation) is a traditional approach to extend the bridge’s lifespan, which has been passed on and lasts till now. Today’s reconstruction practice and its legitimation on intervening in the Min-Zhe bridge as both tangible and intangible heritage is discussed in this paper under the modern conservation context. Firstly, the reconstruction activities since its ‘discovery’ in 1980 are investigated through general information and case study. Then, the legitimation issues are discussed according to the criteria of the authenticity text for World Heritage bridges and the criteria of continuity for living heritage. Finally, suggestions on protecting the continuity of the building tradition and ensuring the reliability of the continuous production in the future are proposed. © 2021 Taylor & Francis.","Authenticity; continuity; living heritage; reconstruction; wooden arch bridge","Arches; Authentication; Authenticity; Continuity; Cultural heritages; Heritage values; Lifespans; Living heritage; Reconstruction; Traditional approaches; Wooden arch bridge; Wooden arches; Arch bridges; arch; bridge; cultural heritage; heritage conservation; reconstruction; China",,,,,,,,,,,,,,,,"Chen, S., (2019) Urban Conservation System in China and Its Improvement by Using Historic Urban Landscape Approach, , PhD diss., University of Nova Gorica; David, L., Material preservation and its alternatives (1989) Perspecta, 25, pp. 67-77; DeLony, E., (2011) Context for world heritage bridges, , https://www.icomos.org/en/116-english-categories/resources/publications/234-context-for-world-heritage-bridges, Accessed, November14, 2011; Gong, D., (2013) Fujian Mugongqiao Diaocha Baogao, , Investigation report of the Wooden arch bridge in Fujian, Beijing, Science Press; (2015) Guidance note: People-centred approaches to the conservation of cultural heritage: Living heritage, , https://www.iccrom.org/sites/default/files/PCA_Annexe-2.pdf; (2015) Principles for the Conservation of Heritage Sites in China (revised 2015), , https://www.getty.edu/conservation/publications_resources/pdf_publications/china_principles_revised_2015.html; (2010) Knowledge, skills and rituals related to the annual renewal of the Q’eswachaka bridge, Peru, , https://ich.unesco.org/en/RL/knowledge-skills-and-rituals-related-to-the-annual-renewal-of-the-qeswachaka-bridge-00594; Peng, N., (1820) Longjingqiao Zhi, , Record of the Longjing Bridge; The Chinese attitude towards the past (2008) The China Heritage Quarterly, 14. , http://www.chinaheritagequarterly.org/articles.php?searchterm=014_chineseAttitude.inc&issue=014, June 2008, Ryckmans, P; Popovaccatovic, M.F., Materials and Techniques in Old Bridge of Mostar Reconstruction (2011) 15Th International Research/Expert Conference “Trends in the Development of Machinery and Associated Technology” TMT 2011, , Prague, Czech Republic, September 12-18; Que, Y., (2012) Chinese Wooden Arch Bridge and the community—based on the Investigation in Qingyuan; (2008) Chinese Bridges: Living architecture from China’s past, , Rutland: Tuttle Publishing,  ; (2011) Kensetsu Gijyutsu/Ginou Densyou No Ru-tsu Wo Tazunete: Kintaikyo Kakekaehen [Visiting the roots of the passing-on of construction techniques and craftsmanship: Reconstruction of the Kintaikyo Bridge], Kensetsugyou Shinkou web magazine, , http://www.yamaken.or.jp/blog/kintai-201104-1.pdf; Tang, H., Overlapped beam arch (1987) Chinese Ancient Bridge, pp. 64-78. , H. Tang, Beijing, Cultural Relics Press; (1994) The Nara document on authenticity, , http://www.international.icomos.org/naradoc_eng.htm; (2005) Houkeng timber-arched corridor bridge (China) and Dr. Bhau Daji Lad museum (India) win awards of excellence in the UNESCO 2005 Asia-Pacific heritage awards, , https://bangkok.unesco.org/sites/default/files/assets/article/Asia-Pacific%20Heritage%20Awards/files/2005-winners.pdf, Accessed, September1, 2005; Wijesuriya, G., (2018) Living heritage: A summary, , https://www.iccrom.org/wp-content/uploads/PCA_Annexe-1.pdf, 2015; Xiao, D.F., Chengyao, H., Fujian Pingnan Baixiangqiao Chongjian de Biyaoxing yu Kexingxing [Necessity and Feasibility of the In-situ Reconstruction of the Baixiang bridge] (2009) Traditional Chinese Architecture and Gardens 4, 14 (84), pp. 53-55; Yang, Y., (2018) History and Structural Behavior of the Chinese Timber Arch Bridges, , PhD diss., Nagasaki University; Yangchen, Y.B., Removed, rebuilt and new timber arch bridges in China (2010) Paper Presented at the 6Th International Conference on Arch Bridges, , Fuzhou, China, October 11; Yang, Y.S., Nakamura, B., Chennishikawa, T., Traditional construction technology of China timber arch bridges (2012) Journal of Structural Engineering, 58A (3), pp. 777-784; Yechen, S.W., (2011) Cultural Connotation in Qingyuan Langqiao, pp. 100-123. , Corridor bridge, 1st ed, Hangzhou: Xiling Seal Club Press; Zhang, Y., (2019) Traditional Design and Practices for Building Chinese Wooden Arch Bridges, , https://ich.unesco.org/en/USL/traditional-design-and-practices-for-building-chinese-wooden-arch-bridges–00303; Zhou, F.Q., Lusu, X., (2011) Folklore of the Bridge in Zhongguo Mugongqiao Chuantong Yingzao Jiyi [Traditional Building Craftsmanship of the Chinese Wooden Arch Bridge], pp. 166-175. , ed. W. Wang, 1st ed. Hangzhou: Zhejiang People Press","Chen, S.; Fuzhou-Kanazawa University International Joint Laboratory of Spatial Planning and Sustainable Development, China; email: chenshujie1986@gmail.com",,,"Taylor and Francis Ltd.",,,,,15583058,,,,"English","Int. J. Archit. Herit.",Article,"Final","",Scopus,2-s2.0-85104240227
"Turksezer Z.I., Pina Limongelli M., Havbro Faber M.","57208598028;6508014623;7101978889;","On a generic framework for systems resilience modelling of bridges - accounting for historic and cultural values",2022,"Sustainable and Resilient Infrastructure","7","5",,"366","379",,1,"10.1080/23789689.2020.1859272","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85097853149&doi=10.1080%2f23789689.2020.1859272&partnerID=40&md5=f90489166feac015cc8ad3ce00540238","Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Milan, Italy; Department of the Built Environment, Aalborg University, Aalborg, Denmark","Turksezer, Z.I., Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Milan, Italy; Pina Limongelli, M., Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Milan, Italy; Havbro Faber, M., Department of the Built Environment, Aalborg University, Aalborg, Denmark","Resilient and sustainable traffic infrastructure systems such as bridges play a crucial role in societal economic growth. During the last decades, substantial research has been undertaken for the optimal management of risks associated with extreme events, and the concept of resilience was introduced. The knowledge on the system characteristics affecting resilience is increasing and so is the capability to model and analyze systems. The first step in systems modelling and analysis is to define the system which has not been addressed methodically in the literature. In this contribution, we provide a framework for systems identification in the context of resilience informed management of historic bridges. The proposed approach rests on the indicator-based systems modelling framework of the Joint Committee on Structural Safety (JCSS). With this basis we identify ten resilience indicators which provide information concerning the resilience performances of historic bridges. Finally, we apply the suggested approach through an example. © 2020 Informa UK Limited, trading as Taylor & Francis Group.","historic bridges; information system; resilience indicators; Resilience management; system identification","Economics; Information management; Religious buildings; Cultural value; Generic frameworks; Historic bridges; Infrastructure systems; Resilience indicator; Resilience management; Resilience model; System resiliences; System-identification; Traffic infrastructure; Bridges",,,,,,,,,,,,,,,,"Aktan, A.E., Bartoli, I., Karaman, S.G., Technology leveraging for infrastructure asset management: Challenges and opportunities (2019) Frontiers in Built Environment, 5 (May), pp. 1-19; Alexander, D.E., The L’Aquila earthquake of 6 April 2009 and Italian government policy on disaster response (2010) Journal of Natural Resources Policy Research, 2 (4), pp. 325-342; Armaly, M., Blasi, C., Hannah, L., Stari most: Rebuilding more than a historic bridge in Mostar (2004) Museum International, 56 (4), pp. 6-17; Council of Europe framework convention on the value of cultural heritage for society (2005) Faro Convention, 27. X. 2005, Faro. Éd. du Conseil de l'Europe.; Faber, M.H., On sustainability and resilience of engineered systems (2019) Routledge Handbook of Sustainable and Resilient Infrastructure, pp. 28-49; Faber, M.H., Lind, N.C., The need for a protocol on risk communication and accountability (2012) High Level Risk Forum,Paris., , 2nd OECD ; Gardoni, P., (2019) Routledge handbook of sustainable and resilient infrastructure, , https://books.google.it/books?id=z4sgtAEACAAJ, Retrieved from; (2008) Risk Assessment in Engineering, Principles, System Representation & Risk Criteria. Zurich: Joint Committee on Structural Safety.; Jigyasu, R., Murthy, M., Boccardi, G., Heritage and resilience: Issues and opportunities for reducing disaster risks (2014) International Council on Monuments and Sites, I. C. o. R. P. (. -. I., United Nations Educational, S. a. C. O. (., Scientific Committee of ICOMOS for Risk Preparedness, … Global Platform for Disaster Risk Reduction, , https://www.unisdr.org/we/inform/publications/33189, Retrieved from; Khalaf, R.W., A viewpoint on the reconstruction of destroyed UNESCO cultural world heritage sites (2017) International Journal of Heritage Studies, 23 (3), pp. 261-274; Disaster resilience: A national imperative (2012) Environment: Science and Policy for Sustainable Development; Nielsen, L., Tølbøll Glavind, S., Qin, J., Faber, M.H., Faith and fakes–dealing with critical information in decision analysis (2019) Civil Engineering and Environmental Systems, 36 (1), pp. 32-54; Stanton-Geddes, Z., Soz, S.A., (2017) Promoting disaster resilient cultural heritage, , http://hdl.handle.net/10986/28955, World Bank, Retrieved from; Stovel, H., The riga charter on authenticity and historical reconstruction in relationship to cultural heritage: Riga, Latvia, October 2000 (2001) Conservation and Management of Archaeological Sites, 4 (4), pp. 241-244; (1972) Convention concerning the protection of the world cultural and natural heritage, , https://whc.unesco.org/archive/convention-en.pdf, Retrieved from","Turksezer, Z.I.; Department of Architecture, Italy; email: zehrairem.turksezer@polimi.it",,,"Taylor and Francis Ltd.",,,,,23789689,,,,"English","Sustain. Resil. Infra.",Article,"Final","",Scopus,2-s2.0-85097853149
"Jara J.M., López J.I., Olmos B.A., Martínez G.","56013763100;57195835399;56002716300;7201759284;","Effect of Seismic Source Type on the Expected Behavior of Historic Arch Bridges",2022,"International Journal of Architectural Heritage","16","5",,"789","815",,1,"10.1080/15583058.2020.1849443","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85097441770&doi=10.1080%2f15583058.2020.1849443&partnerID=40&md5=c845a85da6205f878225bc9b6ba4285a","Facultad De Ingeniería Civil, Universidad Michoacana De San Nicolás De Hidalgo, Morelia, Mexico","Jara, J.M., Facultad De Ingeniería Civil, Universidad Michoacana De San Nicolás De Hidalgo, Morelia, Mexico; López, J.I., Facultad De Ingeniería Civil, Universidad Michoacana De San Nicolás De Hidalgo, Morelia, Mexico; Olmos, B.A., Facultad De Ingeniería Civil, Universidad Michoacana De San Nicolás De Hidalgo, Morelia, Mexico; Martínez, G., Facultad De Ingeniería Civil, Universidad Michoacana De San Nicolás De Hidalgo, Morelia, Mexico","Mexico has an important number of cities recognized by the UNESCO as World Heritage Site. Many of them have highway and railway bridges with an important historical value product of the construction techniques and materials implemented in those days. In spite of their importance, very few efforts have been led to study the masonry historic bridges’ origin and pathologies that eventually would conduct to a failure condition. The main objectives of this work are to identify the dynamic properties of the masonry historic bridges, to characterize, in a second stage, bridges pathologies, to develop numerical models that allow the correct identification of the structural components of the bridges and subsequently to identify the damage mechanisms of this type of structures, and finally to evaluate the influence of the epicentral distance and seismic fault on the seismic vulnerability of the bridges. The study determines the dynamic properties of five existing historical bridges by conducting a campaign of ambient vibration tests. These results allowed to calibrate numerical models used to construct fragility curves and to determine the seismic vulnerability of the bridges. © 2020 Taylor & Francis.","Ambient vibration measurements; arch bridges; bridge pathologies; patrimonial structures; seismic sources","Damage detection; Masonry materials; Numerical models; Pathology; Seismology; Ambient vibration test; Construction technique; Epicentral distances; Failure conditions; Historic bridges; Historical bridges; Seismic vulnerability; Structural component; Arch bridges; bridge; masonry; measurement method; railway; road; seismic source; UNESCO; World Heritage Site; Mexico [North America]",,,,,,,,,,,,,,,,"Templos y conventos Archivo General de la Nación, 24. , Exp. 2, f.42; Arteaga, I., Morer, P., The effect of geometry on the structural capacity of masonry arch bridges (2012) Construction and Building Materials, 34, pp. 97-106; Aytulun, E., Soyoz, S., Karcioglu, E., System identification and seismic performance assessment of a stone arch bridge (2019) Journal of Earthquake Engineering, pp. 1-21; Azzara, R.M., De Falco, A., Girardi, M., Pellegrini, D., Ambient vibration recording on the Maddalena bridge in Borgo a Mozzano (Italy): Data analysis (2017) Annals of Geophysics, 60 (4), pp. 1-14; Bayraktar, A., Türker, T., Altunisik, A.C., Experimental frequencies and damping ratios for historical masonry arch bridges (2015) Construction and Building Materials, 75, pp. 234-241; Bendat, J.S., Piersol, A.G., (1993) Engineering applications of correlation and spectral analysis, , New York: John Wiley and Sons; Biskinis, D., (2010), 11, pp. 94-109. , N. Fardis.,. Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars. Structural Concrete; Borgna, G., Zanini, M.A., Hofer, L., Faleschini, F., Matos, J., Structural reliability of masonry arch bridges subject to natural ageing (2019) Proc. 9th International Conference on Arch Bridges, , Porto, Portugal: 2-4October 2019; Bradley, B.A., Site-specific and spatially distributed ground-motion prediction of acceleration spectrum intensity (2010) Bulletin of the Seismological Society of America, 100 (2), pp. 792-801; Brencich, A., Sabia, D., Experimental identification of a multi-span masonry bridge: The Tanaro bridge (2008) Construction and Building Materials, 22, pp. 2087-2099; Brencich, A., De Franceso, U., Assessment of multispan masonry arch bridges. I: Simplified approach (2004) Journal of Bridge Engineering, 9 (6), pp. 582-590; Brincker, R., Zhang, L., Andersen, P., Modal identification for ambient responses using frequency domain decomposition (2000) Proceedings International Modal Analysis Conference (IMAC) XVIII, , San Antonio, Texas; Campbell, J., (2012), Numerical model for nonlinear analysis of masonry walls: PhD diss. 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Mugica, Mexico; email: jmjara70@gmail.com",,,"Taylor and Francis Ltd.",,,,,15583058,,,,"English","Int. J. Archit. Herit.",Article,"Final","",Scopus,2-s2.0-85097441770
"Batar O.S., Tercan E., Emsen E.","57226160612;57188748562;26039051400;","Ayvalıkemer (Sillyon) historical masonry arch bridge: a multidisciplinary approach for structural assessment using point cloud data obtained by terrestrial laser scanning (TLS)",2021,"Journal of Civil Structural Health Monitoring","11","5",,"1239","1252",,1,"10.1007/s13349-021-00507-7","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85110574388&doi=10.1007%2fs13349-021-00507-7&partnerID=40&md5=940c79bfd28cff726bdcc81b2b878373","Department of Civil Engineering, Faculty of Engineering, Akdeniz University, Antalya, 07058, Turkey; Department of Survey, Project and Environment, General Directorate of Highways, 13th Region, Antalya, 07090, Turkey","Batar, O.S., Department of Civil Engineering, Faculty of Engineering, Akdeniz University, Antalya, 07058, Turkey; Tercan, E., Department of Survey, Project and Environment, General Directorate of Highways, 13th Region, Antalya, 07090, Turkey; Emsen, E., Department of Civil Engineering, Faculty of Engineering, Akdeniz University, Antalya, 07058, Turkey","Historical structures are cultural heritage constituents that convey the traces and characteristic features of civilizations to the present days. One of these structures, which are among the monumental artefacts, are historical bridges. To protect historical buildings, 3D photogrammetric documentation of these structures, detailed determination of geometric and material properties and performing computer-aided structural analysis using appropriate modelling techniques are very important. The aim of this study is to present an effective, reliable, and fast multidisciplinary approach for the analysis of historical masonry bridges. The aforementioned approach is presented as an example for the behavior of the recently restored historical Ayvalıkemer (Sillyon) masonry arch bridge under possible loadings. Terrestrial laser scanning (TLS) was used to determine the bridge geometry with high accuracy. The point cloud data obtained from TLS was simplified and a three-dimensional CAD based solid model of the structure was created. This solid body has been formed the basis of the macro model for structural analysis. CDP material model was used to describe the inelastic behavior of homogenized structure. Thus, an analysis was carried out which presents the structural behavior of a historical bridge with high accuracy and reliability. © 2021, Springer-Verlag GmbH Germany, part of Springer Nature.","Historical structures; Macro modelling; Masonry arch bridges; Sillyon (Ayvalıkemer); Structural analysis; Terrestrial laser scanning (TLS)","Arch bridges; Arches; Computer aided analysis; Computer aided design; Historic preservation; Laser applications; Masonry bridges; Masonry construction; Masonry materials; Reliability analysis; Steel beams and girders; Structural analysis; Computer-aided structural analysis; Geometric and material properties; Historical structures; Modelling techniques; Multi-disciplinary approach; Structural assessments; Terrestrial laser scanning; Three dimensional CAD; Surveying instruments",,,,,"Akdeniz Üniversitesi","The authors gratefully acknowledge the following collaborators with Akdeniz University: Architect İbrahim CEYLAN and General Directorate of Highways in Turkey for the support in the laser scanner survey of the Ayvalıkemer (Sillyon) Bridge.",,,,,,,,,,"Leonov, A.V., Anikushkin, M.N., Ivanov, A.V., Ovcharov, S.V., Bobkov, A.E., Baturin, Y.M., Laser scanning and 3D modelling of the Shukhov hyperboloid tower in Moscow (2015) J Cult Herit, 16 (4), pp. 551-559. , (,),., (,):., https://doi.org/10.1016/j.culher.2014.09.014; Costa-Jover, A., Ginovart, J.L., Coll-Pla, S., Piquer, M.L., Using the terrestrial laser scanner and simple methodologies for geometrically assessing complex masonry vaults (2019) J Cult Herit, 36, pp. 247-254. , https://doi.org/10.1016/j.culher.2018.10.003; Pachón, P., Castro, R., García-Macías, E., Compan, V., Puertas, E., E. 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II, pp. 57-91. , CIMNE, Barcelona; Proske, D., Van Gelder, P., (2009) Safety of historical stone arch bridges, pp. 1-215. , Springer Science and Business Media; Lourenço, P.B., Vasconcelos, G., Ramos, L., Assessment of the stability conditions of a Cistercian cloister (2001) 2Nd International Congress on Studies in Ancient Structures, , İstanbul; Lubliner, J., Oliver, J., Oller, S., Oñate, E., A plastic-damage model for concrete (1989) Int J Solids Struct, 25 (3), pp. 299-326; Lee, J.H., Fenves, G.L., Plastic-damage model for cyclic loading of concrete structures (1998) J Eng Mech (ASCE), 124, pp. 892-900; Bertolesi, E., Milani, G., Lopane, F.D., Acito, M., Augustus Bridge in Narni (Italy): seismic vulnerability assessment of the still standing part, possible causes of collapse, and importance of the roman concrete infill in the seismic-resistant behavior (2017) Int J Arch Heritage Conserv Anal Restoration, 11 (5), pp. 717-746; Popovics, S., A numerical approach to the complete stress-strain curve of concrete (1973) Cem Concr Res, 3 (5), pp. 583-599; Wang, T., Hsu, T.T.C., Nonlinear finite element analysis of concrete structures using new constitutive models (2001) Comput Struct, 79 (32), pp. 2781-2791; EN 1996-1-1:2005, EUROCODE 6 (2005) Design of masonry structures, Part 1–1: General rules for reinforced and unreinforced masonry structures British Standards Institution., p. pp 123; (2020) 3D scanning software, , Autodesk Inc, California; (2020) 3D computer-aided design software, , Autodesk Inc, California; Çelik, S.B., Çobanoğlu, İ., Denizli travertenlerinde P ve S dalga hızları ile bazı fiziksel ve tek eksenli sıkışma dayanımı özellikleri arasındaki ilişkilerin araştırılması (2019) Politeknik Dergisi, 22 (2), pp. 341-349. , in Turkish; Chopra, A.K., (2019) Dynamics of structures: theory and applications to earthquake engineering, p. 992. , 5, Pearson Education Limited, Harlow; (2018) Specifications for buildings to be built in seismic areas, , Ministry of Public Works and Settlement, Ankara","Emsen, E.; Department of Civil Engineering, Turkey; email: eemsen@akdeniz.edu.tr",,,"Springer Science and Business Media Deutschland GmbH",,,,,21905452,,,,"English","J. Civ. Struct. Health Monit.",Article,"Final","",Scopus,2-s2.0-85110574388
"Alpaslan E., Karacaa Z.","55793146000;24280137000;","Response surface-based model updating to detect damage on reduced-scale masonry arch bridge",2021,"Structural Engineering and Mechanics","79","1",,"9","22",,1,"10.12989/sem.2021.79.1.009","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85110116279&doi=10.12989%2fsem.2021.79.1.009&partnerID=40&md5=2c0d442d9ebbc90fbdc97d0b55865952","Civil Engineering Department, Ondokuz Mayis University, Samsun, Turkey","Alpaslan, E., Civil Engineering Department, Ondokuz Mayis University, Samsun, Turkey; Karacaa, Z., Civil Engineering Department, Ondokuz Mayis University, Samsun, Turkey","Response surface (RS) methods, a combination of mathematical and statistical techniques, have been widely used in design optimization, response prediction, and model validation in structural engineering systems. However, its usage in structural damage identification, especially for historic structures has not been quite common. For this purpose, this study attempts to investigate damage detection in a masonry arch bridge. Within the scope of this, a reduced-scale model of a one span historical masonry arch bridge was built in a laboratory environment. To determine the modal parameters of the reduced-scaled bridge model, operational modal analysis (OMA) was performed under ambient vibrations. Signals originated by sensitive accelerometers were collected to quantify the vibratory response of the reduced-scaled model bridge. The experimental natural frequencies, mode shapes, and damping ratios resulting from these measurements were figured out by using the Enhanced Frequency Domain Decomposition (EFDD) technique. The three-dimensional model of the reduced-scale bridge was created in the ANSYS finite element (FE) software program to expose the analytical dynamic characteristics of the bridge model. The results obtained in the experimental application were compared with those of the finite-element analysis of the bridge model. The calibration of the numeric model was utilized depending on the experimental modal analysis results of the reduced-scale bridge by using the RS method. Design of experiments was constructed by using central composite design, and the RS models were generated by performing the genetic aggregation approach. The optimum results between the experimental and numerical analyses were found by using the RS optimization. Then, regional damages created on the scaled model and the changes of dynamic properties of the damaged case were evaluated. The damage location was approximately identified by using the RS method in the calibrated finite-element model. The results demonstrated that the RS-based FE updating approach is an effective way for damage detection and localization in masonry type structures. © 2021 Techno-Press, Ltd.","Damage detection; Enhanced frequency domain decomposition; Finite element model updating; Historical bridges; Operational modal analysis; Response surface method","Arch bridges; Arches; Damage detection; Design of experiments; Domain decomposition methods; Frequency domain analysis; Masonry bridges; Masonry construction; Masonry materials; Modal analysis; Predictive analytics; Structural analysis; Surface properties; Vibration analysis; Central composite designs; Detection and localization; Enhanced frequency domain decompositions; Experimental and numerical analysis; Experimental application; Experimental modal analysis; Operational modal analysis; Structural damage identification; Finite element method",,,,,"Ondokuz Mayis Üniversitesi","This study was supported by Ondokuz Mayıs University as PYO.MUH.1904.17.009 Scientific Research Project.",,,,,,,,,,"Alpaslan, E., (2019) Damage detection of historical masonry bridges with analytical model and experimental techniques, , PhD Dissertation, Ondokuz Mayis University, Samsun, Turkey; (2013) Swanson Analysis System, , ANSYS Canonsburg, Pennsylvania; (2012) Structural Vibration Solution, , ARTeMIS Modal 1.5. Denmark; Bassoli, E., Vincenzi, L., D'Altri, A.M., Miranda, M., Forghieri, M., Castellazzi, G., Ambient vibration-based finite element model updating of an earthquake-damaged masonry tower (2018) Struct. Control Hlth. Monit, 25 (5), pp. 1-15. , https://doi.org/10.1002/stc.2150; Bendat, J.S., Piersol, A.G., (2010) Random Data : Analysis and Measurement Procedures, , John Wiley and Sons, Newyork, NY, USA; Brincker, R., Zhang, L., Frequency domain decomposition revisited (2009) Proceedings of the 3rd International Operational Modal Analysis Conference, , Portonovo, Italy, May; Brincker, R., Zhang, L., Andersen, P., Modal identification from ambient response using frequency domain decomposition (2010) Procededing of IMAC-XVIII: A Conference and Exposition on Structural Dynamics, , San Antonio, Texas, USA, February; Cheng, J., Zhang, J., Cai, C.S., Xiao, R.C., A new approach for solving inverse reliability problems with implicit response functions (2007) Eng. Struct, 29 (1), pp. 71-79. , https://doi.org/10.1016/j.engstruct.2006.04.005; Dawari, V., Vesmawala, G., Identification of crack damage in reinforced concrete beams using mode shape based methods (2013) Civil Environ. Res, 3 (13), pp. 24-29; Dey, P., Talukdar, S., Bordoloi, D.J., Multiple-crack identification in a channel section steel beam using a combined response surface methodology and genetic algorithm (2016) Struct. Control Hlth. Monit, 23 (6), pp. 938-959. , https://doi.org/10.1002/stc.1818; Fang, S.E., Perera, R., Damage identification by response surface based model updating using D-optimal design (2011) Mech. Syst. Signal Pr, 25 (2), pp. 717-733. , https://doi.org/10.1016/j.ymssp.2010.07.007; Feng, Y., Wang, C., Briseghella, B., Fenu, L., Zordan, T., Structural optimization of a steel arch bridge with genetic algorithm (2020) Struct. Eng. Int, pp. 1-10. , https://doi.org/10.1080/10168664.2020.1773373; Gätz, R., Uebersax, M., König, O., Structural optimization tool using genetic algorithms and ansys (2000) Proceeding 18. CAD-FEM User's Meeting, , Internationale FEM-Technologietage, Graf-Zeppelin-Haus, Friedrichshafen, June; Gentile, C., Saisi, A., Ambient vibration testing of historic masonry towers for structural identification and damage assessment (2007) Constr. Build. Mater, 21 (6), pp. 1311-1321. , https://doi.org/10.1016/j.conbuildmat.2006.01.007; Gunaydin, M., Adanur, S., Altunisik, A.C., Ambient vibration based structural evaluation of reinforced concrete building model (2018) Earthq. Struct, 15 (3), pp. 335-350. , https://doi.org/10.12989/eas.2018.15.3.335; Guo, Q.T., Zhang, L.M., Finite element model updating based on response surface methodology (2004) Proceedings of the 22nd International Modal Analysis Conference (IMAC), , Dearborn, USA, January; Hariri- Ardebili, M.A., Seyed-Kolbadi, S.M, Noori, M., Response surface method for material uncertainty quantification of infrastructures (2018) Shock Vib, 2018, p. 1784203. , https://doi.org/10.1155/2018/1784203, Article ID; Karaca, Z., Turkeli, E., Pergel, S., Seismic assessment of historical masonry structures: The case of Amasya Taşhan (2017) Comput. Concrete, 20 (4), pp. 409-418. , https://doi.org/10.12989/cac.2017.20.4.409; Landman, D., Simpson, J., Vicroy, D., Parker, P., Response surface methods for efficient complex aircraft configuration aerodynamic characterization (2007) J. Aircraft, 44 (4), pp. 1189-1195. , https://doi.org/10.2514/1.24810; Mottershead, J.E., Friswell, M.I., Model updating in structural dynamics: A survey (1993) J. Sound Vib, 167 (2), pp. 347-375. , https://doi.org/10.1006/jsvi.1993.1340; Mukhopadhyay, T., Dey, T.K., Chowdhury, R., Chakrabarti, A., Structural damage identification using response surface-based multi-objective optimization: A comparative study (2015) Arab. J. Sci. Eng, 40 (4), pp. 1027-1044. , https://doi.org/10.1007/s13369-015-1591-3; Ocak, I., Prediction of intact rock's elasticity modulus based on uniaxial compressive strength (2008) Istanbul J. Earth Sci, 21 (2), pp. 91-97; Pastor, M., Binda, M., Harčarik, T., Modal assurance criterion (2012) Procedia Eng, 48, pp. 543-548. , https://doi.org/10.1016/j.proeng.2012.09.551; Ramos, L.F., Roeck, G.D., Lourenço, P.B., Campos-Costa, A., Damage identification on arched masonry structures using ambient and random impact vibrations (2010) Eng. Struct, 32 (1), pp. 146-162. , https://doi.org/10.1016/j.engstruct.2009.09.002; Ren, W.X., Chen, H.B., Finite element model updating in structural dynamics by using the response surface method (2010) Eng. Struct, 32 (8), pp. 2455-2465. , https://doi.org/10.1016/j.engstruct.2010.04.019; Rytter, A., (1993) Vibrational based inspection of civil engineering structures, , PhD Dissertation, Aalborg University, Denmark; Response surface application in vibration-based damaged detection of a railway bridge (2015) Procedia Eng, 125, pp. 1108-1113. , https://doi.org/10.1016/j.proeng.2015.11.131, Sofyan; Song, M., Yousefianmoghadam, S., Mohammadi, M.E., Moaveni, B., Stavridis, A., Woog, R.L., An application of finite element model updating for damage assessment of a two-story reinforced concrete building and comparison with lidar (2018) Struct. Hlth. Monit, 17 (5), pp. 1129-1150. , https://doi.org/10.1177/1475921717737970; Tiachacht, S., Bouazzouni, A., Khatir, S., Wahab, M.A., Behtani, A., Capozucca, R., Damage assessment in structures using combination of a modified Cornwell indicator and genetic algorithm (2018) Eng. Struct, 177, pp. 421-430. , https://doi.org/10.1016/j.engstruct.2018.09.070; Turkeli, E., Ozturk, H.T., Optimum design of partially prestressed concrete beams using Genetic Algorithms (2017) Struct. Eng. Mech, 64 (5), pp. 579-589. , http://doi.org/10.12989/sem.2017.64.5.579; Turkeli, E., Karaca, Z., Ozturk, H.T., On the wind and earthquake response of reinforced concrete chimneys (2017) Earthq. Struct, 12 (5), pp. 559-567. , https://doi.org/10.12989/eas.2017.12.5.559; Umar, S., Bakharya, N., Abidin, A.R.Z., Response surface methodology for damage detection using frequency and mode shape (2018) Measure, 115, pp. 258-268. , https://doi.org/10.1016/j.measurement.2017.10.047","Alpaslan, E.; Civil Engineering Department, Turkey; email: emre.alpaslan@omu.edu.tr",,,"Techno-Press",,,,,12254568,,SEGME,,"English","Struct Eng Mech",Article,"Final","",Scopus,2-s2.0-85110116279
"Pedrosa B., Correia J., Rebelo C., Veljkovic M., Gervásio H.","57194159144;35168869200;35574870000;55502801700;54888017600;","Fatigue experimental characterization of preloaded injection bolts in a metallic bridge strengthening scenario",2021,"Engineering Structures","234",,"112005","","",,1,"10.1016/j.engstruct.2021.112005","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85101865601&doi=10.1016%2fj.engstruct.2021.112005&partnerID=40&md5=23bd065c67749e64f4d002b6565f5c47","University of Coimbra, Institute for Sustainability and Innovation in Structural Engineering (ISISE), Department of Civil Engineering, Coimbra, 3030 - 790, Portugal; CONSTRUCT & Faculty of Engineering, University of Porto, Porto, 4200-465, Portugal; Institute for Sustainability and Innovation in Structural Engineering (ISISE), Department of Civil Engineering, University of Coimbra, Coimbra, 3030 - 790, Portugal; Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, Netherlands","Pedrosa, B., University of Coimbra, Institute for Sustainability and Innovation in Structural Engineering (ISISE), Department of Civil Engineering, Coimbra, 3030 - 790, Portugal; Correia, J., CONSTRUCT & Faculty of Engineering, University of Porto, Porto, 4200-465, Portugal; Rebelo, C., Institute for Sustainability and Innovation in Structural Engineering (ISISE), Department of Civil Engineering, University of Coimbra, Coimbra, 3030 - 790, Portugal; Veljkovic, M., Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, Netherlands; Gervásio, H., University of Coimbra, Institute for Sustainability and Innovation in Structural Engineering (ISISE), Department of Civil Engineering, Coimbra, 3030 - 790, Portugal","All over the world, the number of civil engineering structures, particularly bridges with long service periods, has been increasing. The most common evidences of damages are the presence of corroded metallic elements and cracks in structural details due to the fatigue phenomenon. A large number of cases were found in which fatigue cracks were detected in structural details, such as riveted connections. Different strategies can be implemented for repairing and strengthening operations of old metallic riveted bridges. However, the use of injection bolts has been considered as an alternative with important advantages. In this regard, it is essential to study their performance under fatigue loading. In this investigation, an experimental campaign has been performed to assess the fatigue strength of injection bolts by means of comparison with standard bolts. These fatigue tests are defined to be representative of a structural strengthening scenario of an old metallic bridge. Experimental results show that injection bolts contribute to significantly reduce the scatter in the data related to fatigue resistance. For double shear specimens, the characteristic curve proposed for connections with injection bolts presents a detail category with 15% higher value when compared to non-injected specimens. The beneficial effect is also verified in terms of slip deformation. For single shear specimens, the overall effect of the adhesive is not clear. © 2021 Elsevier Ltd","Fatigue; Injection bolts; Old bridges; Shear connections; Structural strengthening","Adhesives; Bolts; Bridges; Cracks; Fatigue testing; Metals; Shear flow; Beneficial effects; Characteristic curve; Civil engineering structures; Experimental campaign; Experimental characterization; Fatigue phenomenons; Riveted connections; Structural strengthening; Fatigue of materials; bridge; civil engineering; experimental study; fatigue; loading; shear; strength",,,,,"Fundação para a Ciência e a Tecnologia, FCT: SFRH/BD/145037/2019, UIDB/04708/2020, UIDP/04708/2020; Ministério da Ciência, Tecnologia e Ensino Superior, MCTES; Institute of Research and Development in Structures and Construction: CENTRO-01-0145-FEDER-000006, POCI-01-0145-FEDER-030103","The authors would like to acknowledge the Fundação para a Ciência e Tecnologia (FCT) for funding the Ph.D. scholarship SFRH/BD/145037/2019 and the researcher position (UIDB/04708/2020 and UIDP/04708/2020 - CONSTRUCT). This work was also financed through the Regional Operational Programme CENTRO2020 within the scope of the project CENTRO-01-0145-FEDER-000006, and the FiberBridge – Fatigue strengthening and assessment of railway metallic bridges using fiber-reinforced polymers (POCI-01-0145-FEDER-030103) by FEDER funds through COMPETE2020 (POCI) and by national funds (PIDDAC) through the Portuguese Science Foundation (FCT/MCTES).",,,,,,,,,,"Akesson, B., Fatigue life of riveted steel bridges (2010), 1st ed. CRC Press; Geissler, K., Assessment of old steel bridges (2002) Struct Eng Int, 12, pp. 258-263; Larsson, T., (2009), Fatigue assessment of riveted bridges. PhD Thesis. Department of Civil and Environmental Engineering, Lulea University of Technology; Oehme, P., (1989), Schäden an Stahltragwerken – eine Analyse (Damage Analysis of Steel Structures). IABSE Proc. P-139/89; Jorge, R., Riberio, A., (2006), De Jesus A, Figueiredo M, Castro M, Fernandes A. Ponte Eiffel - Viana do Castelo. 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In: Pluvinage G, Milovic L, editors., Springer International Publishing p. 239–68; Fernando, U., Farrahi, G., Brown, M., Fretting fatigue crack growth behavior of BS L45 4 percent copper aluminium alloy under constant normal load (1994) Fretting Fatigue ESIS, 18, pp. 183-195; Schijve, J., (2004), Fatigue of Structures and Materials. New York:; (2005), CEN. EN 1993-1-9: Eurocode 3, Design of steel structures – Part 1-9: Fatigue. Brussels: European Committee for Standardization;; Russo, F., Mertz, D., Frank, K., Wilson, K., (2016), Design and Evaluation of Steel Bridges for Fatigue and Fracture – Reference Manual. Publication No. FHWA-NHI-16-016, Federal Highway Administration:; Wang, C., Wang, Y., Duan, L., Wang, S., Zhai, M., Fatigue performance evaluation and cold reinforcement for old steel bridges. Struct Eng Int 2019; 29: 563–9; Taras, A., Greiner, R., (2010), pp. 91-103. , Development and application of a fatigue class catalogue for riveted bridge components. 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BS ISO 12107: Metallic materials — Fatigue testing — Statistical planning and analysis of data;; Witkovsky, V., (2021), https://www.mathworks.com/matlabcentral/fileexchange/24135-tolerancefactor, ToleranceFactor (). MATLAB Cent File Exch; Schneider, C., Maddox, S., (2003), Best practice guide on statistical analysis of fatigue data. Internation Institute of Welding, Doc IIW-XIII-WG1-114 - 03:; (2005), CEN. Eurocode 3: Design of steel structures – Part 1-1: General rules and rules for buildings. Brussels: European Committee for Standardization;; (2012), ASTM D7791 - 2012. Standard test method for uniaxial fatigue properties of plastics;; Pedrosa, B., Correia, J., Rebelo, C., Lesiuk, G., De Jesus, A., Fernandes, A., Fatigue resistance curves for single and double shear riveted joints from old portuguese metallic bridges (2019) Eng Fail Anal, 96, pp. 255-273","Pedrosa, B.; University of Coimbra, Portugal; email: bruno.pedrosa@uc.pt",,,"Elsevier Ltd",,,,,01410296,,ENSTD,,"English","Eng. Struct.",Article,"Final","",Scopus,2-s2.0-85101865601
"Kustura M., Smoljanović H., Nikolić Ž., Krstevska L.","57217255549;35339838500;7006320511;24401503100;","Experimental and numerical analysis of the global behaviour of the 1:9 scale model of the Old Bridge in Mostar",2021,"Coupled Systems Mechanics","10","1",,"1","19",,1,"10.12989/csm.2021.10.1.001","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85105052617&doi=10.12989%2fcsm.2021.10.1.001&partnerID=40&md5=a29dcbd86a150c98b6117425379cdab5","Faculty of Civil Engineering, University of Mostar, Mostar, Bosnia and Herzegovina; Faculty of Civil Engineering, Architecture and Geodesy, University of Split, Split, Croatia; Institute of Earthquake Engineering and Engineering Seismology – IZIIS, University Sts. Cyril and Methodius, Skopje, North Macedonia","Kustura, M., Faculty of Civil Engineering, University of Mostar, Mostar, Bosnia and Herzegovina; Smoljanović, H., Faculty of Civil Engineering, Architecture and Geodesy, University of Split, Split, Croatia; Nikolić, Ž., Faculty of Civil Engineering, Architecture and Geodesy, University of Split, Split, Croatia; Krstevska, L., Institute of Earthquake Engineering and Engineering Seismology – IZIIS, University Sts. Cyril and Methodius, Skopje, North Macedonia","Composite nature of the masonry structures in general causes complex and non-linear behaviour, especially in intense vibration conditions. The presence of different types and forms of structural elements and different materials is a major problem for the analysis of these type of structures. For this reason, the analysis of the behaviour of masonry structures requires a combination of experimental tests and non-linear mathematical modelling. The famous UNESCO Heritage Old Bridge in Mostar was selected as an example for the analysis of the global behaviour of reinforced stone arch masonry bridges. As part of the experimental research, a model of the Old Bridge was constructed in a scale of 1:9 and tested on a shaking table platform for different levels of seismic excitation. Non-linear mathematical modelling was performed using a combined finite-discrete element method (FDEM), including the effect of connection elements. The paper presents the horizontal displacement of the top of the arch and the failure mechanism of the Old Bridge model for the experimental and the numerical phase, as well as the comparison of the results. This research provided a clearer insight into the global behaviour of stone arch masonry structures reinforced with steel clamps and steel dowels, which is significant for the structures classified as world cultural heritage. Copyright © 2021 Techno-Press, Ltd.","combined finite-discrete element methods; reinforced masonry arch structures; steel clamps and dowels",,,,,,"Hrvatska Zaklada za Znanost, HRZZ; Sveučilište u Splitu: IP-2014-09-2319","The presented research has been supported by the: • University of Mostar, Faculty of Civil Engineering; • Faculty of Civil Engineering, Architecture and Geodesy, University of Split, through the project ''Development of numerical models for reinforced-concrete and stone masonry structures under seismic loading based on discrete cracks (IP-2014-09-2319)'' funded by the Croatian Science Foundation (HRZZ). • Institute of Earthquake Engineering and Engineering Seismology – IZIIS, University Sts. Cyril and Methodius, Skopje, Republic of North Macedonia.","The presented research has been supported by the: ? University of Mostar, Faculty of Civil Engineering; ? Faculty of Civil Engineering, Architecture and Geodesy, University of Split, through the project ?Development of numerical models for reinforced-concrete and stone masonry structures under seismic loading based on discrete cracks (IP-2014-09-2319)? funded by the Croatian Science Foundation (HRZZ). ? Institute of Earthquake Engineering and Engineering Seismology ? IZIIS, University Sts. Cyril and Methodius, Skopje, Republic of North Macedonia.",,,,,,,,,"Aguilara, J.G., Fandos, O.B., Lázaro, B.B., Peddis, F., Cuccuru, F., Deterioration caused by dimensional change in stone (EBD pathology): the role of the organic matter-pore network-salt combination (2018) J. Cultural Heritage, 34, pp. 198-207. , https://doi.org/10.1016/j.culher.2018.05.002; Čelić, D., Mujezinović, M., (1998) Stari Mostovi u Bosni i Hercegovini, , Sarajevo, Bosnia and Herzegovina; Čolak, I., (2016) The Reconstruction of the Old Bridge in Mostar, , Chapter 14 in DAAAM International Scientific Book; Kustura, M., (2018) Investigation of seismic behavior of stone arch bridges including the effect of connection elements, , Ph. D. Dissertation, Institute of Earthquake Engineering and Engineering Seismology, University St. Cyril and Methodius Skopje, Skopje, Republic of North Macedonia; Kustura, M., Krstevska, L., Ćubela, D., Experimental testing of scaled model and arch segments of the Old Bridge in Mostar (2018) e-Zbornik: Electronic collection of papers of the Faculty of Civil Engineering, 8 (16), pp. 101-115; Munjiza, A., (2004) The Combined Finite-Discrete Element Method, , John Wiley & Sons; Munjiza, A., Andrews, K.R.F., andWhite, J.K., NBS contact detection algorithm for bodies of similar size (1998) Int. J. Numer. Meth. Eng, 43, pp. 131-149. , https://doi.org/10.1002/(SICI)1097-0207(19980915)43:1<131::AID-NME447>3.0.CO;2-S; Munjiza, A., Andrews, K.R.F., White, J.K., Penalty function method for combined finite-discrete element system comprising large number of separate bodies (2000) Int. J. Numer. Meth. Eng, 49, pp. 1377-1396. , https://doi.org/10.1002/1097-0207(20001220)49:11<1377::AID-NME6>3.0.CO;2-B; Munjiza, A., Owen, D.R.J., Bicanic, N., A combined finite-discrete element method in transient dynamics of fracturing solids (1995) Eng. Comput, 12, pp. 145-174. , https://doi.org/10.1108/02644409510799532; Nikolić, Ž., Krstevska, L., Marović, P., Smoljanović, H., Experimental investigation of seismic behaviour of the ancient Protiron monument model (2019) Earthq. Eng. Struct. Dyn, 48 (6), pp. 1-21. , https://doi.org/10.1002/eqe.3149; (2002) Projekt Rekonstrukcije Kula Starog Mosta, , Omega Engineering Mostar, Bosnia and Herzegovina; Quagliarini, E., Lucesoli, M., Bernardini, G., Rapid tools for assessing building heritage's seismic vulnerability: a preliminary reliability analysis (2019) J. Cultural Heritage, 39, pp. 130-139. , https://doi.org/10.1016/j.culher.2019.03.008; Šaravanja, K., Matošević Čolić, M., Bevanda, I., A short review of quality control during rehabilitation of the Old Bridge in Mostar (2004) European Conference on Raw materials and Coals-New Perspectives, , Sarajevo, Bosnia and Herzegovina; Smoljanović, H., Nikolić, Ž., Živaljić, N., A finite-discrete element model for dry stone masonry structures strengthened with steel clamps and bolts (2015) Eng. Struct, 90, pp. 117-129. , https://doi.org/10.1016/j.engstruct.2015.02.004; Smoljanović, H., Živaljić, N., Nikolić, Ž., Overview of the methods for the modelling of historical masonry structures (2013) Građevinar, 65 (7), pp. 603-618. , https://doi.org/10.14256/JCE.890.2013; Smoljanović, H., Živaljić, N., Nikolić, Ž., A combined finite-discrete element analysis of dry-stone masonry structures (2013) Eng. Struct, 52, pp. 89-100. , https://doi.org/10.1016/j.engstruct.2013.02.010; Smoljanović, H., Živaljić, N., Nikolić, Ž., Munjiza, A., Numerical analysis of 3D dry-stone masonry structures by combined finite-discrete element method (2018) Int. J. Solid. Struct, 136-137, pp. 150-167. , https://doi.org/10.1016/j.ijsolstr.2017.12.012; Xiang, J., Munjiza, A., Latham, J.P., Guises, R., On the validation of DEM and FEM/DEM models in 2D and 3D (2009) Eng. Comput, 26, pp. 673-687","Kustura, M.; Faculty of Civil Engineering, Bosnia and Herzegovina; email: mladen.kustura@gf.sum.ba
Smoljanović, H.; Faculty of Civil Engineering, Croatia; email: hrvoje.smoljanovic@gradst.hr
Nikolić, Ž.; Faculty of Civil Engineering, Croatia; email: nikolic@gradst.hr
Krstevska, L.; Institute of Earthquake Engineering and Engineering Seismology – IZIIS, North Macedonia; email: lidija@pluto.iziis.ukim.edu.mk",,,"Techno-Press",,,,,22342184,,,,"English","Coupled Syst. Mech.",Article,"Final","",Scopus,2-s2.0-85105052617
"Bissell B., Morris M., Shaffer E., Tetzlaff M., Berrier S.","57365115400;57365328800;57365403100;56715559200;35108857500;","Vessel: A cultural heritage game for entertainment",2021,"Archiving 2021 - Final Program and Proceedings",,,,"1","6",,1,"10.2352/issn.2168-3204.2021.1.0.2","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85120752918&doi=10.2352%2fissn.2168-3204.2021.1.0.2&partnerID=40&md5=6c47d728b26661fd28f7abed057a9341","University of Wisconsin Stout, Menomonie, WI, United States","Bissell, B., University of Wisconsin Stout, Menomonie, WI, United States; Morris, M., University of Wisconsin Stout, Menomonie, WI, United States; Shaffer, E., University of Wisconsin Stout, Menomonie, WI, United States; Tetzlaff, M., University of Wisconsin Stout, Menomonie, WI, United States; Berrier, S., University of Wisconsin Stout, Menomonie, WI, United States","Museums are digitizing their collections of 3D objects. Video games provide the technology to interact with these objects, but the educational goals of a museum are often at odds with the creative forces in a traditional game for entertainment. Efforts to bridge this gap have either settled on serious games with diminished entertainment value or have relied on historical fictions that blur the line between reality and fantasy. The Vessel project is a 3D game designed around puzzle mechanics that remains a game for entertainment while realizing the benefits of incorporating digitized artifacts from a museum. We explore how the critical thinking present in solving puzzles can still encourage engagement of the story the artifacts have to tell without creating an historical fiction. Preliminary results show a preference for our in-game digital interaction over a traditional gallery and a desire to learn more about the artifacts after playing. © 2021 Society for Imaging Science and Technology.",,"Serious games; 3D games; 3D object; Creatives; Critical thinking; Cultural heritages; Digital interactions; Educational goals; Learn+; Video-games; Human computer interaction",,,,,,,,,,,,,,,,"Kontiza, K., Liapis, A., Aadfield, J., Capturing the virtual movement of paintings: A game and a tool (2018) 3rd Digital Heritage International Congress, pp. 1-8. , Oct; Grayburn, J., Lischer-Katz, Z., Golubiewski-Davis, K., Ikeshoji-Orlati, V., What happens when you share 3D models online (in 3D)? (2019) 3D/VR in the Academic Library: Emerging Practices and Trends, pp. 73-86; Vu, S., Recreating Little Manila through a virtual reality serious game (2018) 3rd Digital Heritage International Congress, pp. 1-4. , Oct; Wu, J., Zhao, J., Xue, D., Zzao, Y., Jia, X., Chen, T., Serious game for spring festival culture in Beijing (2018) 3rd Digital Heritage International Congress, pp. 1-4. , Oct; Liestøl, G., The photo positioning puzzle: Creating engaging applications for historical photographs by combining mobile augmented reality and gamification (2018) 3rd Digital Heritage International Congress, pp. 1-8. , Oct; Graham, K., Fai, S., Creating non-linear digital stories of the Canadian Parliament buildings and rehabilitation project (2018) 3rd Digital Heritage International Congress, pp. 1-8. , Oct; Fazio, S., Turner, J., Bringing empty rooms to life for casual visitors using an AR adventure game: Skullduggery at Old Government House (2020) J. Comput. Cult. Herit., 13 (4), pp. 26:1-26:21. , Dec; Malegiannaki, I.A., Daradoumis, T., Retalis, S., Teaching Cultural Heritage through a Narrative-based Game (2020) J. Comput. Cult. Herit., 13 (4), pp. 27:1-27:28. , Dec; Pescarin, S., Fanini, B., Ferdani, D., Mifsud, K., Hamilton, A., Optimising environmental educational narrative videogames: The Case of ‘A Night in the Forum (2020) J. Comput. Cult. Herit., 13 (4), pp. 31:1-31:23. , Dec; Champion, E., Culturally Significant Presence in Single-player Computer Games (2020) J. Comput. Cult. Herit., 13 (4), pp. 29:1-29:24. , Dec; Chapman, A., (2016) Digital Games as History: How Videogames Represent the Past and Offer Access to Historical Practice, , Routledge; Esther, M.-S., Justin, P., Controversies: Historicising the computer game (2007) DiGRA’07 - Proceedings of the 2007 DiGRA International Conference: Situated Play, 4. , http://www.digra.org/wp-content/uploads/digitallibrary/07312.51468.pdf, Online; Ruben, B.D., Simulations, games, and experience-based learning: The quest for a new paradigm for teaching and learning (1999) Simul. Gaming, 30 (4), pp. 498-505. , Dec; Prince, M., Does active learning work? A review of the research (2004) J. Eng. Educ., 93 (3), pp. 223-231. , https://doi.org/10.1002/j.2168-9830.2004.tb00809.x; Kateros, S., Georgiou, S., Papaefthymiou, M., Papagiannakis, G., Tsioumas, M., A comparison of gamified, immersive VR curation methods for enhanced presence and human-computer interaction in digital humanities (2015) Int. J. Herit. Digit. Era, 4 (2), pp. 221-233. , Jun; Tsita, C., Satratzemi, M., How serious games in cultural heritage are being evaluated (2018) The 11th Pan-Hellenic & International Conference, ICT in Education, , Oct; Creative Commons, , https://creativecommons.org/share-yourwork/public-domain/cc0/, accessed May 25, 2021; Denoyel, A., Pinson, C., Passet, P.-A., Sketchfab - The Best 3D Viewer on the Web, , https://sketchfab.com/, accessed Apr. 04, 2021; Potenziani, M., Callieri, M., Dellepiane, M., Corsini, M., Ponchio, F., Scopigno, R., 3DHop: 3D Heritage online presenter (2015) Comput. Graph., 52, pp. 129-141. , Nov; McCamy, C.S., Marcus, H., Davidson, J.G., A color-rendition chart (1976) J App Photog Eng, 2 (3), pp. 95-99; Agisoft Metashape, , https://www.agisoft.com/, accessed May 25, 2021; Tetzlaff, M., Meyer, G., Image-Based Relighting using Environment Maps (2017) Arch. Conf., 2017 (1), pp. 23-27. , May; Tetzlaff, M., (2019) Image-Based Relighting of 3D Objects from Flash Photographs, , http://conservancy.umn.edu/handle/11299/206362, University of Minnesota, Accessed: May 24, 2021. Online; Tetzlaff, M., Meyer, G., Ibrelight: An image-based 3D renderer for cultural heritage (2018) Arch. Conf., 2018 (1), pp. 93-98. , Apr; Nam, G., Lee, J.H., Gutierrez, D., Kim, M.H., Practical SVBRDF acquisition of 3D objects with unstructured flash photography (2018) ACM Trans. Graph., 37 (6), pp. 267:1-267:12. , Dec",,,"Society for Imaging Science and Technology","Society for Imaging Science and Technology","Archiving 2021","8 June 2021 through 24 June 2021",,174140,,9780892083541,,,"English","Arch. - Final Program Proc.",Conference Paper,"Final","All Open Access, Bronze",Scopus,2-s2.0-85120752918
"Tsuda M., Ura S., Minato T., Torii K.","57304644700;57524215500;57525041100;57304501200;","Current state and problems of ASR-deteriorated and retrofitted bridges",2021,"Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations - Proceedings of the 10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020",,,,"3515","3522",,1,"10.1201/9780429279119-476","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85117565342&doi=10.1201%2f9780429279119-476&partnerID=40&md5=d15957feea447e709c0a85979af6823e","Department of Civil Engineering, National Institute of Technology, Ishikawa College, Ishikawa, Japan; Kokudo Kaihatsu Center Company Limited, Ishikawa, Japan; Tokyo Consultants Company Limited, Ishikawa, Japan; Central Nippon Highway Engineering Nagoya Company Limited, Ishikawa, Japan","Tsuda, M., Department of Civil Engineering, National Institute of Technology, Ishikawa College, Ishikawa, Japan; Ura, S., Kokudo Kaihatsu Center Company Limited, Ishikawa, Japan; Minato, T., Tokyo Consultants Company Limited, Ishikawa, Japan; Torii, K., Central Nippon Highway Engineering Nagoya Company Limited, Ishikawa, Japan","Cracks were found in ten-year-old bridges along the Noto Satoyama Kaido (the former Noto Toll Road), which runs through Noto Peninsula, Ishikawa Prefecture. These were presumably caused by the use of ASR-reactive aggregate. Large-scale repair and retrofitting of these bridges began in 1998 with no established method being available. Repair and retrofitting related to ASR were also conducted later for many of these bridges along with seismic retrofitting as part of restoration work after the 2007 Noto Peninsula Earthquake. To ensure the effect of retrofitting, long-term monitoring of these bridges has been underway by installing crack displacement transducers, which have been monitoring cracking by automatic measurement for over 10 years. With the passage of 20 years since the first anti-ASR work, this paper analyses the results of inspection and monitoring, revealing that the retrofitting significantly reduced the expansion rate by ASR expansion. © 2021 Taylor & Francis Group, London",,"Bridges; Earthquakes; Repair; Safety engineering; Toll highways; Transducers; 'current; Automatic measurements; Crack displacements; Displacement transducer; Large-scales; Long term monitoring; Paper analysis; Reactive aggregate; Restoration works; Seismic retrofitting; Retrofitting",,,,,,"The authors thank Prof. M. Asada, ARS Consultants Company Limited, for his advice in the experiment.",,,,,,,,,,"(2002) Alkali aggregate reaction restraint measure (Civil engineering structure) Implementation Guidelines, , (in Japa-nese); MINATO, Toshihiko, TORII, Kazuyuki, ASR-deteriorated bridges and rock type of reactive aggregate on Noto expressway (2010) Journal of the Society of Materials Science, Japan, 59 (10), pp. 781-786. , (in Japanese); TORII, Kazuyuki, HASHIMOTO, Toru, We Should Now Use The Fly ash Concrete in The Hokuriku District Why Don't You Use It? (2014) Cement and Concrete, (810), pp. 18-23; TORII, Kazuyuki, NOMURA, Masahiro, MINAMI, Yoshimichi, Alkali-Silica Reactivity and Alkalis Releasing Property of River Sands Produced In Hokuriku District (2006) Cement and Concrete Research, (60), pp. 390-395. , (in Japanese); TSUDA, Makoto, Khalili, Amin, RIZAL, AHMAD, NAKATA, Yuka, TORII, Kazuyuki, Suppressing Effect of Alkali Silica Reaction in Chloride Attack Environment by Classified Fine Fly ash (2019) Proceedings of 4th International Symposium on Concrete and Structures for Next Generation, pp. 108-117; YAMADA, Kazuo, (2014) Technical committee on ideal and present forms against ASR diagnosis, , www.jci-net.or.jp/~tc115a/, JCITC115FS [On-line]. On: (in Japanese)",,"Yokota H.Frangopol D.M.",,"CRC Press/Balkema","10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020","11 April 2021 through 15 April 2021",,172353,,9780429279119; 9780367232788,,,"English","Bridge Maint., Saf., Manag., Life-Cycle Sustain. Innov. - Proc. Int. Conf. Bridge Maint., Saf. Manag., IABMAS",Conference Paper,"Final","",Scopus,2-s2.0-85117565342
"Doolittle W.E.","7102652264;","Stacking rocks to transport water: Folk aqueduct bridges of Mallorca and Spanish Colonial California",2020,"Sustainability (Switzerland)","12","13","5257","","",,1,"10.3390/su12135257","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85088044060&doi=10.3390%2fsu12135257&partnerID=40&md5=576eb79fb44dc2edda7685362659ce41","Department of Geography and the Environment, The University of Texas at Austin, Austin, TX  78712, United States","Doolittle, W.E., Department of Geography and the Environment, The University of Texas at Austin, Austin, TX  78712, United States","The landscape of Mallorca, Spain is characterized by a number of features constructed of rock. Windmills and walls are ubiquitous and visually striking. Equally widespread, but not as conspicuous, are other features associated with canal irrigation. One such feature that is understudied and therefore underappreciated is that of folk aqueduct bridges. This study investigates these features because they were critical in sustaining agriculture on the island for centuries, because they deserve recognition in order to be preserved as part of the island's cultural and historical heritage, and because of their being antecedents or prototypes of similar structures built in Spanish colonial California. Two field seasons were devoted to locating and studying folk aqueduct bridges. Systematic windshield surveys were undertaken to identify such features. Once located, each folk aqueduct bridge was subjected to detailed description and analysis of size, shape, function, materials, and method of construction. Folk aqueduct bridges of Mallorca were built of shaped and unshaped stone, with channels made of ceramic tiles or ashlar tablets. Many of the rock walls once served as folk aqueduct bridges. Several California missionaries in the 18th century came from Mallorca, and the folk aqueduct bridges they built are based on those of their homeland. © 2020 by the author.","Aqueduct bridges; Folk construction; Irrigation; Landscapes; Mallorca; Spanish California","aqueduct; bridge; cultural heritage; island; rock; sustainability; Balearic Islands; Majorca; Mediterranean Sea; Spain; Spain",,,,,"University of Texas at Austin","Funding: This research was funded by a grant from the Houston Endowment through the Institute of Latin American Studies, The University of Texas at Austin, and with funds from the Erich W. Zimmermann Regents Professorship, The University of Texas at Austin.",,,,,,,,,,"De Feo, G., Angelakis, A.N., Antoniou, G.P., El-Gohary, F., Haut, B., Passchier, C.W., Zheng, X.Y., Historical and Technical Notes on Aqueducts from Prehistoric to Medieval Times (2013) Water, 5, pp. 1996-2025; Spencer, C.S., (1982) The Cuicatlán Cañada and Monte Albán: A Study of Primary State Formation, p. 224. , Academic Press: New York, NY, USA; Kirchner, H., Original design, tribal management and modifications in medieval hydraulic systems in the Balearic Islands (Spain) (2009) World Arch., 41, pp. 151-168; Jordan-Bychkov, T.G., Domosh, M., The Human Mosaic: A Thematic Introduction to Cultural Geography (2002), pp. 33-38. , W.H. Freeman: New York, NY, USA; Segura i Salado, J., Els Molins elevadors d'aigua a Mallorca: Notícia històrica (2005) Proceedings of the IV Congrés internacional de molinologia, Volum I, Palma de Mallorca, Spain, 1-3 May 2003, pp. 519-535. , Consell de Mallorca, Consejo Insular, y Departamento de Medio Ambiente y Naturaleza: Palma de Mallorca, Spain; Barceló, M., Kirchner, H., Terra de Falanis: Quan Felanitx no ho era: Assentaments andalusins i organització de l'espai al sud-est de Majorca (1995), Universitat de les Illes Balears: Palma de Majorca, Spain; Kirchner, H., Navarro, C., Objectives, métodos y práctica de la arqueología hidráulica (1996) El Agua que no Duerme: Fundamentos de la Arqueología Hidráulica Andalusí, pp. 91-118. , Barceló, M., Kirchner, H., Navarro, C., Eds.; T.G. Arte, Juberias & CIA, S.L.: Granada, Spain; Morey, M., Ruiz-Pérez, M., The Balearic Islands (2008) Mediterranean Island Landscapes: Natural and Cultural Approaches, pp. 271-296. , Vogiatzakis, I.N., Pungetti, G., Mannion, A.M., Eds.; Springer: Dordrecht, The Netherlands; Cornu, C., Dry stone in the landscape, ancestral and innovative for sustainable territories (2019) Proceedings of the 10th Council of Europe Conference on the European Landscape Convention, , Strasbourg, France, 23 July; Romero de Terreros, M., Los Acueductos de México en la Historia y en el Arte (1949), Universidad de Nacional Autónoma de México, Instituto de Investigaciones Estéticas: México City, Mexico; Boyd-Bowman, P., Indice Geobiographico de Cuartena Mil (1968) Pobladores Españoles de America en el Siglo XVI, , Editorial Jus: México City, Mexico; Geiger, M., Franciscan Missionaries in Hispanic California, 1769-1848: A Biographical Dictionary (1969), The Huntington Library: San Marino, CA, USA; Doolittle, W.E., Expanding the European Landscape: Aqueducts and the Usurpation of México (2011) Landscapes, Identities, and Development: Europe and Beyond, pp. 151-166. , Rocan, Z., Claval, P., Agnew, J., Eds.; Ashgate Publishing: Farnham, UK; Doolittle, W.E., The Portuguese Origins of a 16th Century Aqueduct in México (2018) Rev. 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Quart., 32, pp. 3-34; Allen, R., Felton, D.L., The Water System at Mission Santa Barbara (1998), Occasional Paper 1; California Mission Studies Association: Santa Clara, CA, USA; Imwalle, M.H., Mission Canyon Aqueduct (1996), (CA-SBA-1852H) Research Project; Santa Barbara Botanic Gardens: Santa Barbara, CA, USA; Macko, M.E., Wilcoxon, L.R., Johnson, J.R., Gray, R.S., Blakley, E.R., Cultural Resource Survey Results, Proposed Mission Creek and Vicinity Flood Control Study (1985) Report submitted to Department of the Army, Los Angeles District, Corps of Engineers, , Applied Conservation Technology: Westminster, CA, USA; Engelhardt, Z., Santa Barbara Mission (1923), James H. Barry, Co.: San Francisco, CA, USA; Geiger, M., The Mallorcan Contribution to Franciscan California (1947) Americas, 4, pp. 141-150; Webb, E.B., (1952) Indian Life at the Old Missions, pp. 64-71. , Wayside Press: Los Angeles, CA, USA; Casey, B., Padres and People of Old Mission San Antonio (1957), pp. 5, 8 and 15. , The Rustler-Herald: King City, CA, USA; 20 Best Agroturismos in Mallorca., , https://www.theguardian.com/travel/2008/may/11/balearicislands.spain, (accessed on 10 March 2020); Jordan, T.G., German Seed in Texas Soil (1966), University of Texas Press: Austin, TX, USA","Doolittle, W.E.; Department of Geography and the Environment, United States; email: dolitl@austin.utexas.edu",,,"MDPI",,,,,20711050,,,,"English","Sustainability",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85088044060
"Wu A., Thompson S., Washington A., Watkins S., Weidner A., Seeman D., Woodward N.","36186537400;56139451800;57197875039;55369550100;57190074761;55390849300;57216790910;","Bridge2Hyku: Meeting practitioners' needs in digital collection migration to open source samvera repository",2020,"Publications","8","2","22","","",,1,"10.3390/PUBLICATIONS8020022","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85084667335&doi=10.3390%2fPUBLICATIONS8020022&partnerID=40&md5=9d8c8cdfec28e0614b6a0863725764c2","University Libraries, University of Houston, Houston, TX  77204, United States; University of Victoria Libraries, University of Victoria, Victoria, BC  V8W 3H5, Canada; Texas Digital Library, Austin, TX  78712, United States","Wu, A., University Libraries, University of Houston, Houston, TX  77204, United States; Thompson, S., University Libraries, University of Houston, Houston, TX  77204, United States; Washington, A., University Libraries, University of Houston, Houston, TX  77204, United States; Watkins, S., University Libraries, University of Houston, Houston, TX  77204, United States; Weidner, A., University Libraries, University of Houston, Houston, TX  77204, United States; Seeman, D., University of Victoria Libraries, University of Victoria, Victoria, BC  V8W 3H5, Canada; Woodward, N., Texas Digital Library, Austin, TX  78712, United States","The University of Houston Libraries, in partnership and consultation with numerous institutions, was awarded an Institute of Museum and Library Services (IMLS) National Leadership/Project Grant to create the Bridge2Hyku (B2H) Toolkit. Content migration fromproprietary systems to open source repositories remains a barrier for many institutions due to lack of tools, tutorials, and documentation. The B2H Toolkit, which includes migration strategies, migration tools, as well as system requirements for transitioning from CONTENTdm to Hyku, acts as a comprehensive resource to facilitate repository migration. Through a phased toolkit development process, the project team solicited inputs and feedback from peer migration practitioners via survey and pilot testing. The analysis of the feedback data was built into use cases which informed the development and enhancement of the migration strategies and tools. Working across institutions with migration practitioners' needs in mind, the project team was able to successfully release a Toolkit that mitigates migration barriers and fills gaps in the migration process. Providing a path to a community-supported open source digital solution, the Bridge2Hyku Toolkits ensures access and expanded use of digital content and collections of libraries and cultural heritage institutions. © 2020 by the authors.","Digital repository migration; Hyku; Migration needs; Migration strategies; Migration tools; Open source repository",,,,,,"Institute of Museum and Library Services, IMLS: LG-70-17-0217-17","To enable institutions’ quick adoption of open source digital solutions, the University of Houston Libraries has been leveraging the IMLS project grant fund to build the B2H Toolkit. Originally a two-year project, the grant was divided into three phases. In phase one, the team conducted a digital collections survey of partner institutions, generated use cases, and identified metadata and system requirements for cross-walking data from CONTENTdm to Hyku. This phase lasted approximately eight months, from October 2017 to May 2018. Phase two was dedicated to developing and documenting the B2H Toolkit and building out the B2H website. It occurred over a 13-month period of time, from May 2010 to June 2019. Phase three, designed to last one year but extended at no cost, was used for assessing and enhancing the B2H migration tools as well as promoting the B2H Toolkit. It is currently underway, having started in June 2019, and will conclude in September 2020. The project team extended the grant to develop a sustainability outlook plan, to integrate Hybridge software into Hyrax, and to continue to promote the toolkit. The B2H project team used an Agile framework to achieve project goals and outcomes during each phase. The team solicited and incorporated migration practitioners’ feedback in all phases of the project.",,,,,,,,,,"(2020), https://bridge2hyku.github.io/, (accessed on 14 February); (2020), https://hyku.samvera.org/, (accessed on 14 February); (2020), https://purl.stanford.edu/jk292fy8802, (accessed on 14 February); Stein, A., Thompson, S., Taking control: Identifying motivations for migrating library digital asset management systems (2015) D-Lib Mag, p. 21. , http://www.dlib.org/dlib/september15/stein/09stein.html, (accessed on 14 February 2020); Stein, A., Thompson, S., Understanding metadata needs when migrating DAMS (2015) Proceedings of the International Conference on Dublin Core and Metadata Applications, pp. 119-128. , http://dcpapers.dublincore.org/pubs/article/view/3767, São Paulo, Brazil, 1-4 September (accessed on 14 February 2020); Simic, J., Seymore, S., From silos to Opaquenamespace: Oregon digital's migration to linked open data in Hydra (2016) Art Doc. J. Art Libr. N. Am, 35, pp. 305-320; Wu, A., Thompson, S., Vacek, R., Watkins, S., Weidner, A., Hitting the road towards a greater digital destination: Evaluating and testing DAMS at University of Houston Libraries (2016) Inf. Technol. Libr, 35, pp. 5-18; (2020), https://catalogingunitorg.wordpress.com/2016/06/17/digital-asset-management-systems-used-by-catalogers, (accessed on 14 February); Neatrour, A., Myntti, J., Brunsvik, M., Maringanti, H., McBride, B., Witkowski, A., A Clean Sweep: The Tools and Processes of a Successful Metadata Migration (2017) J. Web Librariansh, 11, pp. 194-208; Witkowski, A., Neatrour, A., Myntti, J., McBride, B., Massive newspaper migration: Moving 22 million records from CONTENTdm to Solphal (2017) D-Lib Mag, p. 23. , http://www.dlib.org/dlib/july17/witkowski/07witkowski.html, (accessed on 14 February 2020); Gilbert, H., Mobley, T., Breaking up with CONTENTdm: Why and how one institution took the leap to open source (2013) Code4Lib J, p. 20. , http://journal.code4lib.org/articles/8327, accessed on 14 February 2020; Wilcox, D., Tripp, E., (2019) Designing a Migration Path Final Report, , https://wiki.lyrasis.org/display/FF/Designing+a+Migration+Path, (accessed on 14 February 2020); Hardesty, J., Homenda, N., The Ecosystem of Repository Migration (2019) Publications, 7, p. 16. , https://doi.org/10.3390/publications7010016, (accessed on 14 February 2020); Woodward, N., (2019) Bpress to DSpace Migration: A Case Study, , https://www.tdl.org/2019/10/bepress-to-dspace-migration/, (accessed on 14 February 2020); (2020), https://www.usability.gov/how-to-and-tools/methods/use-cases.html, (accessed on 14 February); Kukhnavets, P., (2020) MoSCow Method: The Most Successful Prioritization Technique for Any Project, , https://blog.ganttpro.com/en/prioritization-techniques-and-methods-for-projects-with-advantages-of-moscow-model/, (accessed on 14 February); (2020), https://github.com/Bridge2Hyku, (accessed on 14 February); (2020), https://github.com/Bridge2Hyku/cdm_migrator, (accessed on 14 February); (2020), https://github.com/Bridge2Hyku/cdm-bridge/releases, (accessed on 14 February); (2020), https://github.com/Bridge2Hyku/hybridge, (accessed on 14 February); (2020), https://vocab.lib.uh.edu/bcdams-map, (accessed on 14 February); (2020), https://bridge2hyku.github.io/blog/, (accessed on 14 February)","Wu, A.; University Libraries, United States; email: awu@uh.edu",,,"MDPI AG",,,,,23046775,,,,"English","Publ.",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85084667335
"Othman A.A.E., Khalil M.H.","7006811924;57204081895;","Divergent heritage sustainability: a threefold approach through lean talent management",2020,"Journal of Engineering, Design and Technology","18","1",,"150","171",,1,"10.1108/JEDT-02-2019-0042","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85073948278&doi=10.1108%2fJEDT-02-2019-0042&partnerID=40&md5=c82c9174140d0df4f8a3d6d1cc8ad0d8","Department of Architectural Engineering, British University in Egypt, Cairo, Egypt","Othman, A.A.E., Department of Architectural Engineering, British University in Egypt, Cairo, Egypt; Khalil, M.H., Department of Architectural Engineering, British University in Egypt, Cairo, Egypt","Purpose: This paper aims to investigate the role of lean talent management (LTM) as a novel approach for optimising creativity in architectural design firms (ADFs) towards achieving divergent heritage sustainability (DHS). Design/methodology/approach: To achieve the abovementioned aim, a mixed qualitative and quantitative methodology is designed to accomplish three objectives. First, investigating the relationship between heritage and urban development; types of heritage and the role of LTM in enhancing creativity in ADFs. Second, presenting and analysing six heritage-related case studies to assess the need for creative solutions based on extent of deterioration in three different places in Egypt. Third, outlining the results of a survey questionnaire conducted with a representative sample of ADFs in Egypt to investigate the role of LTM towards optimising creativity in ADFs for achieving DHS. Findings: The extent of deterioration increased for modern heritage than old heritage. Conventional approaches adopted by ADFs failed to develop built environments that can bridge the gap between the diverse identities. Creativity was not optimised when talent management (TM) was integrated solely and architects failed to develop appropriate solutions. LTM use architects to allow expression of arts towards heritage sustainability through the built environment, in which they feel associated with physical heritage. Consequently, individuals’ intangible heritage is preserved in which they will less deteriorate the physical heritage. Hence, LTM is a paradigm shift that has a great potential for DHS. Research limitations/implications: The survey questionnaire and case studies focused on the Egyptian context because the region is in critical need for effective creative solutions and for such research that is unprecedented in investigating this gap. However, findings are absolute and could be used at any country sharing the Egyptian context and wishing to achieve a DHS approach. Originality/value: The research work presented in this paper is novel in approach as it integrates two divergent fields and highlights the concept of DHS with its threefold approach. In addition, the concept of LTM is proposed as a novel paradigm shift in which it has received scant attention especially relating to heritage sustainability. The proposed ideas represent a synthesis that is novel and creative in thought and adds to the existing body of knowledge for future research in LTM and DHS. © 2019, Emerald Publishing Limited.","Architectural management; Cultural diversity; Cultural heritage; Intangible heritage; Modern heritage; Sustainable urban development","Architecture; Deterioration; Surveys; Urban growth; Cultural diversity; Cultural heritages; Intangible heritage; Modern heritages; Sustainable urban development; Sustainable development",,,,,,,,,,,,,,,,"Aata, M.A., (2006) Damietta governance since the beginning of the mamluk period and until the end of the ottoman era – urban archaeological study, , http://fa-arch.cu.edu.eg/Library/Abstracts/MSC-Ismalic/236.pdf, (accessed: 17 December 2016, (In Arabic; Abdelmonem, M.G., Selim, G., Mushatat, S., Almogren, A., Virtual platforms for heritage preservation in the middle east: the case of medieval cairo (2017) International Journal of Architectural Research: Archnet-Ijar, 11 (3), pp. 28-41; 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Eng. Des. Technol.",Article,"Final","",Scopus,2-s2.0-85073948278
"Biliszczuk J., Hoowaty J., Rabiega J.","6505849416;39361869600;6507449752;","Stefan brya-polish creator of the first welded road bridges",2020,"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges, Report",,,,"201","211",,1,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85103458498&partnerID=40&md5=9526119946b55de032f851cd569418fd","Faculty of Civil Engineering, Wrocaw University of Science and Technology, Wroclaw, Poland; Faculty of Architecture and Civil Engineering, West Pomeranian University of Technology, Szczecin, Poland","Biliszczuk, J., Faculty of Civil Engineering, Wrocaw University of Science and Technology, Wroclaw, Poland; Hoowaty, J., Faculty of Architecture and Civil Engineering, West Pomeranian University of Technology, Szczecin, Poland; Rabiega, J., Faculty of Civil Engineering, Wrocaw University of Science and Technology, Wroclaw, Poland","The first two welded road bridges in Poland were designed by Stefan Brya, Professor at the technological universities in Lwów and later in Warsaw. The bridges became operational in 1929 and 1931, respectively. The first bridge is of a truss structure and is the first welded structure of this type in Europe, and indeed the world's first road welded truss bridge. It became a listed monument in 1968. It was in service up to 1977, when it was relocated due to insufficient horizontal clearance. The second bridge is of a plate girder structure and it is still operational. The two welded road bridges are located over the Sudwia river near owicz, central Poland. In 2019, ninety years have passed since the first welded bridge in Poland became operational, while December 2018 saw the 75th anniversary of Professor Stefan Brya's tragic death. To mark these occasions, this paper briefly presents the Professor's design and structural work, and discusses the stories of the first two welded bridges in Poland. © 2020 IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges, Report. All rights reserved.","Historic bridges; Steel bridges; Welded structures","Highway bridges; History; Roads and streets; Trusses; Welding; Plate girder; Road bridge; Structural works; Truss bridge; Truss structure; Welded structures; Bridges",,,,,,,,,,,,,,,,"PETERS, T.F., (2011) IABSE-The First 80 Years, p. 221. , IABSE-AIPC-IVBH, Zürich; KWIATKOWSKI, J., Brya, Professor Stefan, (1989) Proceedings 60 Years of the First Welded Bridge in the World, pp. 23-34. , WK, Warsaw; AUGUSTYN, J., (1994) Stefan Brya-Zycie i dzieo, Fundacja PZITB .,Inzynieria i Budownictwo, p. 107. , Warszawa, (in Polish); BILISZCZUK, J., BIEN, J., BARCIK, W., Bridge Engineering in Poland (2014) Handbook of International Bridge Engineering, pp. 593-633. , CRC Press, Boca Raton-London-New York; RABIEGA, J., (2019) Pierwsze mosty spawane, Archiwum Mostownictwa w Polsce, p. 103. , Zeszyt nr 4, Wydawnictwo Politechniki Poznanskiej, Poznan, (in Polish); BRYA, S., New Polish Regulations for Concerning Welded Steel Constructions (1934), p. 7. , The Modern Engineer, Ramsay Publishing Pty Ltd, Melbourne; BRYA, S., The bridge over the Sudwia river near owicz (The First Electric Arc Welded Bridge in Europe) (1929) Przeglad Techniczny, LXVII (52), pp. 621-627. , (in Polish); BRYA, S., Most zelazny spawany elektrycznie na rzece Sudwi pod owiczem (1929) Spawanie i Ciecie Metali, LXVII (11), pp. 185-194. , Nr (in Polish); BRYA, S., The First Arc-Welded Bridge in Europe (1929) The Engineer, pp. 1-9. , September 6th; BRYA, S., Le pont-route métallique, soudé a l'arc électrique, de Lowicz (Pologne) (1929) Le Genie Civil, XCV (1), pp. 250-255; BRYA, S., Zelazne mosty spawane (1931), (51), p. 54. , Wiadomosci Drogowe, Nr (in Polish); PANCEWICZ, Z., The First welded Road Bridge in the World (1989) Proceedings 60 Years of the First Welded Bridge in the World, pp. 5-22. , WK, Warsaw; POCICA, A., Spawanie w budowie mostów (z teki Jacka Lassocinskiego) (2011) Welding Technology Review-Przeglad Spawalnictwa, 73 (3), pp. 2-7. , nr (in Polish); AGODA, G., AGODA, M., The First Welded Road Bridge in the World (2011) Proceedings of Conference Bridges-Tradition and Future, pp. 169-178. , University of Technology and Life Sciences, Bydgoszcz; WICHTOWSKI, B., HOOWATY, J., 90 lat pierwszego na swiecie drogowego kratownicowego mostu spawanego (2019) Welding Technology Review-Przeglad Spawalnictwa, 91 (4), pp. 7-10. , nr (in Polish); BRYA, S., Drugi most spawany pod owiczem (1931) Spawanie i Ciecie Metali, LXIX (10), pp. 156-158. , Nr (in Polish); PONIZ, W., WITKOWSKI, A., Spawany most drogowy na rzece Sudwi w swietle badan rentgenograficznych po 34-letniej eksploatacji (1962) Inzynieria i Budownictwo, (10), pp. 373-375. , nr (in Polish); HOOWATY, J., WICHTOWSKI, B., Pierwszy na swiecie drogowy kratownicowy most spawany w swietle badan nieniszczacych (2018) Biuletyn Instytutu Spawalnictwa-Welding Institute Bulletin, Rocznik, 62 (6), pp. 42-46. , nr (in Polish); BOGUCKI, W., Badanie pracy mostu na rzece Sudwi (1962) Inzynieria i Budownictwo, (10), pp. 375-377. , nr (in Polish); (1926) Przepisy o budowie i utrzymaniu mostów drogowych, p. 60. , Warszawa, (in Polish); GHOSH, U.K., (2006) Design & Construction of Steel Bridges, p. 438. , London, Taylor & Francis; WITTFOHT, H., (1984) Building Bridges-History-Technology-Construction, , Beton-Verlag, Dusseldorf, 327; WICHTOWSKI, B., Service Durability of the First Welded Bridges in Poland in the light of their butt joint investigation (2003) Archives of Civil Engineering, XLIX (2), pp. 165-190; WICHTOWSKI, B., HOOWATY, J., Assessment of fatigue limits in historical welded railway bridges in Poland. 2nd International Conference on Structural Integrity. Funchal, Madeira, Portugal, 4-7 September, 2017 , 5, pp. 1035-1042. , Procedia Structural Integrity, 2017","Biliszczuk, J.; Faculty of Civil Engineering, Poland; email: janusz.holowaty@zut.edu.pl","Bien J.Biliszczuk J.Hawryszkow P.Hildebrand M.Knawa-Hawryszkow M.Sadowski K.","Allplan;BERD;Budimex;et al.;Maurer;Research and Design Office MOSTY-WROCLAW","International Association for Bridge and Structural Engineering (IABSE)","1st IABSE Online Symposium Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges","7 October 2020 through 9 October 2020",,167847,,9783857481697,,,"English","IABSE Symp., Wroclaw: Synerg. Cult. Civ. Eng. - Hist. Challenges, Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85103458498
"Caddemi S., Caliò I., Cannizzaro F., Rapicavoli D., Pantò B., Occhipinti G., D’Urso D., Corti L., Spirolazzi G., Zurlo R.","6602721562;6603126726;36720027000;55745461400;36721847200;57188969471;57221849251;57221845349;57207229010;56353126300;","An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges",2020,"REHABEND",,,,"1004","1012",,1,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85100407435&partnerID=40&md5=3a7301a33b796750b173783a3e96bb33","Department of Civil Engineering and Architecture, University of Catania, Viale A. Doria 6, Catania, Italy; Department of Civil and Environmental Engineering Imperial College London, South Kensington Campus, London, SW7 2AZ, United Kingdom; Institute of Environmental Geology and Geoengineer, Italian National Research Council (CNR), Via Salaria km 29,300, Monterotondo, Rome, Italy; Direzione Territoriale Produzione di Milano, Struttura Organizzativa Ingegneria, Rete Ferroviaria Italiana S p A., Via Ernesto Breda 28, Milano, Italy","Caddemi, S., Department of Civil Engineering and Architecture, University of Catania, Viale A. Doria 6, Catania, Italy; Caliò, I., Department of Civil Engineering and Architecture, University of Catania, Viale A. Doria 6, Catania, Italy; Cannizzaro, F., Department of Civil Engineering and Architecture, University of Catania, Viale A. Doria 6, Catania, Italy; Rapicavoli, D., Department of Civil Engineering and Architecture, University of Catania, Viale A. Doria 6, Catania, Italy; Pantò, B., Department of Civil and Environmental Engineering Imperial College London, South Kensington Campus, London, SW7 2AZ, United Kingdom; Occhipinti, G., Institute of Environmental Geology and Geoengineer, Italian National Research Council (CNR), Via Salaria km 29,300, Monterotondo, Rome, Italy; D’Urso, D., Department of Civil Engineering and Architecture, University of Catania, Viale A. Doria 6, Catania, Italy; Corti, L., Direzione Territoriale Produzione di Milano, Struttura Organizzativa Ingegneria, Rete Ferroviaria Italiana S p A., Via Ernesto Breda 28, Milano, Italy; Spirolazzi, G., Direzione Territoriale Produzione di Milano, Struttura Organizzativa Ingegneria, Rete Ferroviaria Italiana S p A., Via Ernesto Breda 28, Milano, Italy; Zurlo, R., Direzione Territoriale Produzione di Milano, Struttura Organizzativa Ingegneria, Rete Ferroviaria Italiana S p A., Via Ernesto Breda 28, Milano, Italy","Railway masonry arch bridges belong to our cultural heritage structures that have to be safeguarded and still represent a high percentage of the railway infrastructures of many countries, particularly in Europe. These structures are difficult to characterise in terms of real structural geometry and material mechanical characteristics and in many cases have been subjected to structural retrofitting or modifications that are not sufficiently documented. The continuous upgrading of the railway network implies the need to provide a structural assessment of each existing masonry bridge under static and dynamic loading conditions. A reliable structural assessment of old masonry arch bridges is, however, a very complex task. Spatial geometric consistency, assignment of proper mechanical properties and the need to consider several load combinations, associated to all possible positions of train loading, are important requirements for performing a reliable numerical model. The use of ‘General purpose’ three-dimensional nonlinear Finite Element (FEM) software, although accurate, is extremely time consuming in terms of model implementation and computational effort and requires expert judgement. In this paper a Discrete Macro-Element Method (DMEM) approach, previously applied to model the behaviour of different masonry structural typologies, is applied for the structural assessment of a masonry bridge. The computational cost of the proposed numerical approach is greatly reduced in comparison to that involved in nonlinear FEM simulations or Discrete Element Method (DEM) strategies based on a meso-scale discretisation. The discrete DMEM approach is applied for the structural assessment of a particular masonry arch bridge characterised by larger central span about twice the size of the other identical arches. The results show how the proposed DMEM can be successfully used for performing the structural assessment of masonry bridge with a reduced computational burden, compared to the nonlinear finite element simulations, and an easy and straightforward interpretation of the numerical results. © 2020, University of Cantabria - Building Technology R&D Group. All rights reserved.","Discrete macro-element method (DMEM); HiStrA software; Masonry arch bridges; Nonlinear analysis; Railway bridges",,,,,,,,,,,,,,,,,"Brencich, A., Morbiducci, R., (2007) Architect Heritage, 1 (2), pp. 165-189; Lower bound limit analysis of masonry bridges including arch–fill interaction (2007) Eng. Struct, 29, pp. 3002-3014; De Felice, G., Assessment of the load-carrying capacity of multi-span masonry arch bridges using fibre beam elements (2009) Engineering Structures, 31 (8), pp. 1634-1647; Audenaert, A., Fanning, P., Sobczak, L., Peremans, H., 2-D analysis of arch bridges using an elastoplastic material model (2008) Eng. Struct, 30, pp. 845-855; Gilbert, M., Casapulla, C., Ahmed, H.M., Limit analysis of masonry block structures with nonassociative frictional joints using linear programming (2006) Computers & Structures, 84 (13-14), pp. 873-887; Ring, G.M., A 2D rigid block analysis program for masonry arch bridges (2001) Proc. 3rd International Arch Bridges Conference, pp. 109-118. , Paris, France; Reccia, E., Milani, G., Cecchi, A., Tralli, A., Full 3D homogenization approach to investigate the behavior of masonry arch bridges: The Venice trans-lagoon railway bridge (2014) Construction and Building Materials, 66, pp. 567-586; Milani, G., Lourenço, P.B., 3D non-linear behavior of masonry arch bridges (2012) Computers & Structures, 110 (111), pp. 133-150; Drosopoulos, G.A., Stavroulakis, G.E., Massalas, C.V., Limit analysis of a single span masonry bridge with unilateral frictional contact interfaces (2006) Eng. Struct, 28 (13), pp. 1864-1873; Fanning, P.J., Boothby, T.E., Three dimensional modelling and full scale testing of stone arch bridges (2001) Comput. Struct., 79 (29-30), pp. 2645-2662; Oliveira, D.V., Lourenço, P.B., Lemos, C., Geometric issues and ultimate load of masonry arch bridges from the northwest Iberian Peninsula (2010) Eng. Struct., 32 (12), pp. 3955-3965; Zhang, Y., Tubaldi, E., Macorini, L., Izzuddin, B.A., Mesoscale partitioned modelling of masonry bridges allowing for arch-backfill interaction (2018) Construction and Building Materials, 173, pp. 820-842; Caliò, I., Marletta, M., Pantò, B., A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings (2012) Engineering Structures, 40, pp. 327-338; Pantò, B., Cannizzaro, F., Caliò, I., Lourenço, P.B., Numerical and experimental validation of a 3D macro-model element method for the in-plane and out-of-plane behaviour of unreinforced masonry walls (2017) International Journal of Architectural Heritage, 11 (7), pp. 946-964; Caddemi, S., Caliò, I., Cannizzaro, F., Pantò, B., Rapicavoli, D., Chapter 14 “Discrete macro element modelling”, Editor(S): Bahman Ghiassi, Gabriele Milani (2019) Woodhead Publishing Series in Civil and Structural Engineering, Numerical Modeling of Masonry and Historical Structures, pp. 503-533. , Woodhead Publishing; Pantò, B., Cannizzaro, F., Caddemi, S., Caliò, I., 3D macro-element modelling approach for seismic assessment of historical masonry churches (2016) Advances in Engineering Software, 97, pp. 40-59; Caddemi, S., Caliò, I., Cannizzaro, F., Pantò, B., (2017) New Frontiers on Seismic Modeling of Masonry Structures, Front, , Built Environ; Cannizzaro, F., Pantò, B., Caddemi, S., Caliò, I., A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches (2018) Engineering Structures, 168, pp. 243-256; Caddemi, S., Caliò, I., Cannizzaro, F., D’Urso, D., Occhipinti, G., Pantò, B., Pisanelli, G., Zurlo, R., A ‘parsimonious’ 3D Discrete Macro-Element Method for masonry arch bridges (2018) 10Th International Masonry Conference, , G. Milani, A. Taliercio and S. Garrity (eds.), Milan, Italy, July 9-11; Caddemi, S., Caliò, I., Cannizzaro, F., D’Urso, D., Pantò, B., Rapicavoli, D., (2019) 3D Discrete Macro-Modelling Approach for Masonry Arch Bridges, , IABSE Symposium 2019 Guimarães Towards a Resilient Built Environment - Risk and Asset Management, March 27-29, Guimarães, Portugal; Sismica, G., (2019) Histra Software - Bridges (Historical Structures Analysis), , Release 5.4.2. Catania, Italy, September; Istruzioni per l’applicazione dell’aggiornamento Delle Norme Tecniche per Le Costruzioni Di Cui Al Decreto Ministeriale, , Circolare n. 7 del 21/01/2019, 17/01/2018, Gazzetta Ufficiale n. 35/2019, Consiglio dei Lavori Pubblici, in italian; LUSAS - Theory Manuals, , Lusas Version 16.0; (2018) Manuale Di Progettazione Delle Opere Civili, , in italian; (2004) Classification of Lines - Resulting Load Limits for Wagons, , 10th edition",,"Lombillo I.Blanco H.Boffill Y.",,"University of Cantabria - Building Technology R&D Group","8th Euro-American Congress on Construction Pathology, Rehabilitation Technology and Heritage Management, REHABEND 2020","24 March 2020 through 27 March 2020",,253609,23868198,9788409178711,,,"English","Rehabend",Conference Paper,"Final","",Scopus,2-s2.0-85100407435
"Ravizza G., Ferrari R., Rizzi E., Dertimanis V., Chatzi E.N.","57204974350;36816021000;56132963600;57195415260;26025840000;","An integrated monitoring strategy for current condition assessment of historic bridges",2020,"Proceedings of the International Conference on Structural Dynamic , EURODYN","1",,,"1373","1387",,1,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85099728255&partnerID=40&md5=2e18281e6475e632a50f9d3475b81846","University of Bergamo, Department of Engineering and Applied Sciences, viale G. Marconi 5, Dalmine (BG), I-24044, Italy; ETH Zürich, Institute of Structural Engineering, Department of Civil, Environmental and Geomatic Engineering, Stefano-Franscini-Platz 5, Zürich, CH-8093, Switzerland","Ravizza, G., University of Bergamo, Department of Engineering and Applied Sciences, viale G. Marconi 5, Dalmine (BG), I-24044, Italy; Ferrari, R., University of Bergamo, Department of Engineering and Applied Sciences, viale G. Marconi 5, Dalmine (BG), I-24044, Italy; Rizzi, E., University of Bergamo, Department of Engineering and Applied Sciences, viale G. Marconi 5, Dalmine (BG), I-24044, Italy; Dertimanis, V., ETH Zürich, Institute of Structural Engineering, Department of Civil, Environmental and Geomatic Engineering, Stefano-Franscini-Platz 5, Zürich, CH-8093, Switzerland; Chatzi, E.N., ETH Zürich, Institute of Structural Engineering, Department of Civil, Environmental and Geomatic Engineering, Stefano-Franscini-Platz 5, Zürich, CH-8093, Switzerland","Nowadays, the need for effective Structural Health Monitoring (SHM) strategies, aiming at preserving the integrity and safety of strategic and historic infrastructures, is increasingly urgent. Within SHM, several vibration-based methodologies have been developed, including those exploiting Heterogeneous Data Fusion (HDF) procedures, as well as Denoising techniques for the treatment of response signals detected through appropriate sensor technologies. In this paper, these two approaches are reconsidered and rejoined, toward developing an innovative signal processing methodology for current condition assessment, specifically referring to historic bridges. In particular, a HDF approach, i.e. the process of combining information from multiple sources, in an effort to enhance the reliability of the monitoring process, and a denoising approach, devoted to the cleaning of spurious noise from the acquired signals, are combined all together, in an integrated strategy. The effectiveness of the proposed platform is tested on data from a real structure (historic bridges). Both dynamic acceleration and displacement response signals, directly detected under operational conditions, can be processed within the proposed methodology, and subsequently employed toward modal dynamic identification purposes and possible model updating of the structure at hand. © 2020 European Association for Structural Dynamics. All rights reserved.","Acceleration data; Denoising techniques; Displacement data; Heterogeneous Data Fusion (HDF); Historic reinforced concrete bridge; Modal identification; Structural Health Monitoring (SHM)","Bridges; Sensor data fusion; Signal detection; Structural dynamics; Condition assessments; De-noising techniques; Displacement response; Dynamic acceleration; Integrated monitoring; Integrated strategy; Operational conditions; Structural health monitoring (SHM); Structural health monitoring",,,,,"Horizon 2020 Framework Programme, H2020: 769373; International Studies Association, ISA; Università degli studi di Bergamo","Public research support from “Fondi di Ricerca d’Ateneo ex 60%” and a ministerial doctoral","grant and funds at the ISA Doctoral School, University of Bergamo, Department of Engineering and Applied Sciences (Dalmine), are gratefully acknowledged. Prof. Chatzi and Dr. Dertimanis have received funding from Horizon 2020, the EU’s Framework Programme for Research and Innovation, under grant agreement number 769373 (Project: FORESEE).",,,,,,,,,"Bürki, B., Guillaume, S., Sorber, P., Oesch, H., DAEDALUS: a versatile usable digital clip-on measuring system for total stations (2010) International Conference on Indoor Positioning and Indoor Navigation, , Zürich, Switzerland, 15–17 September 2010; Chatzi, E.N., Fuggini, C., Structural identification of a super-tall tower by GPS and accelerometer data fusion using a multi-rate Kalman filter (2012) Proceedings of the 3rd International Symposium on Life-Cycle Civil Engineering, 10, pp. 144-151. , Delft, Netherlands, 3-6 October 2012; Chatzi, E.N., Fuggini, C., Online correction of drift in Structural Identification using artificial white noise observations and an Unscented Kalman filter (2015) Smart Structures and Systems, 16 (2), pp. 296-328; Ferrari, R., Froio, D., Chatzi, E.N., Gentile, C., Pioldi, F., Rizzi, E., Experimental and numerical investigation for the structural characterization of a historic RC arch bridge (2015) COMPDYN 2015, 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, pp. 2337-2353. , www.eccomasproceedia.org/conferences/thematic-conferences/compdyn-2015/3542, Crete Island, Greece, 25-27 May 2015, 1: in Eccomas Proceedia; Ferrari, R., Pioldi, F., Rizzi, E., Gentile, C., Chatzi, E.N., Klis, R., Serantoni, E., Wieser, A., Heterogeneous sensor fusion for reducing uncertainty in Structural Health Monitoring (2015) UNCECOMP 2015, 1st ECCOMAS Thematic Conference on International Conference on Uncertainty Quantification in Computational Sciences and Engineering, pp. 511-528. , www.eccomasproceedia.org/conferences/thematicconferences/uncecomp-2015/4289, Crete Island, Greece, 25-27 May 2015, in Eccomas Proceedia; Ferrari, R., Pioldi, F., Rizzi, E., Gentile, C., Chatzi, E.N., Serantoni, E., Wieser, A., Fusion of wireless and non-contact technologies for the dynamic testing of a historic RC bridge (2016) Measurement Science and Technology, 27 (12), pp. 1-19; Ferrari, R., Froio, D., Rizzi, E., Gentile, C., Chatzi, E.N., Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling (2018) Engineering Structures, 179, pp. 139-160. , (January 2019); Ferrari, R., Cocchetti, G., Rizzi, E., Reference structural investigation on a 19th-century arch iron bridge loyal to design-stage conditions (2019) International Journal of Architectural Heritage, Conservation, Analysis, and Restoration, pp. 1-31. , Published online on 05 July 2019; Froio, D., Zanchi, R., (2014) Finite element modelization and modal dynamic analyses of an historical reinforced concrete bridge with parabolic arches, p. 232. , MSc Thesis in Building Engineering, Advisor Rizzi E., Co-Advisor Ferrari R., University of Bergamo, School of Engineering, pages; Pioldi, F., Ferrari, R., Rizzi, E., Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping (2015) Mechanical Systems and Signal Processing, 68-69, pp. 265-291. , (February 2016); Pioldi, F., Ferrari, R., Rizzi, E., Earthquake structural modal estimates of multi-storey frames by a refined FDD algorithm (2015) Journal of Vibration and Control, 23 (13), pp. 2037-2063; Pioldi, F., Ferrari, R., Rizzi, E., Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals (2017) Structural Control and Health Monitoring, 24 (11), pp. 1-20; Pioldi, F., Rizzi, E., Refined Frequency Domain Decomposition modal dynamic identification from earthquake-induced structural responses (2017) Meccanica, 52 (13), pp. 3165-3179; Pioldi, F., Rizzi, E., A refined Frequency Domain Decomposition tool for structural modal monitoring in earthquake engineering (2017) Earthquake Engineering and Engineering Vibration, 16 (3), pp. 627-648; Pioldi, F., Rizzi, E., Assessment of Frequency versus Time Domain enhanced technique for response-only modal dynamic identification under seismic excitation (2018) Bulletin of Earthquake Engineering, 16 (3), pp. 1547-1570; Pioldi, F., Rizzi, E., Earthquake-induced structural response output-only identification by two different Operational Modal Analysis techniques (2018) Earthquake Engineering and Structural Dynamics, 47 (1), pp. 257-264; Ravizza, G., Ferrari, R., Rizzi, E., Chatzi, E.N., Effective heterogeneous data fusion procedure via Kalman filtering (2018) Smart Structures and Systems, 22 (5), pp. 631-641; Ravizza, G., Ferrari, R., Rizzi, E., Dertimanis, V., Chatzi, E.N., Denoising corrupted structural vibration response: critical comparison and assessment of related methods (2019) Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2019), An ECCOMAS Thematic Conference, An IACM Special Interest Conference, p. 12. , M. Papadrakakis, M. Fragiadakis (eds), 24-26 June 2019, Hersonissos, Crete Island, Greece, Institute of Structural Analysis and Antiseismic Research, National Technical University of Athens (NTUA), Conference Proceeding ID: 19291, Category: RS02 ALGORITHMS FOR STRUCTURAL HEALTH MONITORING, pages; Ravizza, G., Ferrari, R., Rizzi, E., Dertimanis, V., Chatzi, E.N., (2020) Critical assessment of two denoising techniques for purifying structural vibration response signals, , To be submitted; Santarella, L., Miozzi, E., (1948) Ponti Italiani in Cemento Armato, , Milano: Hoepli","Rizzi, E.; University of Bergamo, viale G. Marconi 5, Italy; email: egidio.rizzi@unibg.it","Papadrakakis M.Fragiadakis M.Papadimitriou C.",,"European Association for Structural Dynamics","11th International Conference on Structural Dynamics, EURODYN 2020","23 November 2020 through 26 November 2020",,165382,23119020,9786188507203,,,"English","Proc. Int. Conf. Struct. Dyn., EURODYN",Conference Paper,"Final","",Scopus,2-s2.0-85099728255
"Del Rio I., Cabaleiro M., Conde B., Riveiro B., Caamaño J.C.","57220199817;56294619500;56875345700;35096575300;23977387000;","Hbim application to historical steel structures: The case study of lapela bridge",2020,"World Congress on Civil, Structural, and Environmental Engineering",,,,"160-1","160-7",,1,"10.11159/icsect20.160","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85097250535&doi=10.11159%2ficsect20.160&partnerID=40&md5=b2b744d78e6d3cb0f5e4c46274b893ef","Department of Materials Engineering Applied Mechanics and Construction, School of Industrial Engineering, University of Vigo, Vigo, CP 36208, Spain","Del Rio, I., Department of Materials Engineering Applied Mechanics and Construction, School of Industrial Engineering, University of Vigo, Vigo, CP 36208, Spain; Cabaleiro, M., Department of Materials Engineering Applied Mechanics and Construction, School of Industrial Engineering, University of Vigo, Vigo, CP 36208, Spain; Conde, B., Department of Materials Engineering Applied Mechanics and Construction, School of Industrial Engineering, University of Vigo, Vigo, CP 36208, Spain; Riveiro, B., Department of Materials Engineering Applied Mechanics and Construction, School of Industrial Engineering, University of Vigo, Vigo, CP 36208, Spain; Caamaño, J.C., Department of Materials Engineering Applied Mechanics and Construction, School of Industrial Engineering, University of Vigo, Vigo, CP 36208, Spain","Historical steel structures are present all around the world. Besides being a common part of the cultural heritage, many of them are still in service. As an example, we can cite the case of riveted bridges, railway stations, exhibition pavilions, or industrial buildings. The maintenance of these ancient constructions is crucial since they are prone to have suffered significant damage over time due to effects such as corrosion, human actions, or the exposure to heavy loads for which they were not originally conceived. Further, in many cases, these steel structures have to be strengthened in order to adapt them to new uses. HBIM (Historical Buildings Information Modeling) is a new methodology in structural design and construction that could be used as the ideal tool for the maintenance management of these historical structures. HBIM technology is adopted in this paper for structural engineering purposes. Departing from the geometric survey carried out by terrestrial laser scanning, a 3D model is obtained which apart of gathering the main dimensions and details regarding the composition of the structure, it allows collecting all the information concerning the deterioration grade or the different inspections and retrofitting actions performed over time. Thus, by introducing different time stages in the 3D model, the evolution of the structural health over time can be analyzed, which allows the decision-making regarding maintenance and, if required, the undertaking of repairing works. The proposed methodology will be applied to the case study of the Lapela Bridge, in Portugal. © 2020, Avestia Publishing. All rights reserved.","3D Modelling; FEM simulation; Laser scanner; Maintenance; Structural health monitoring",,,,,,"Interreg; Ministerio de Ciencia, Innovación y Universidades, MCIU: RTI2018-095893-B-C21; European Regional Development Fund, FEDER: EAPA_826/2018","This work has been partially supported by the Spanish Ministry of Science, Innovation and Universities through the project Ref. RTI2018-095893-B-C21, and the SIRMA project, which is co-financed by the INTERREG Atlantic Area Programme through the European Regional Development Fund (ERDF) with application code: EAPA_826/2018.",,,,,,,,,,"López, F.J., Lerones, P.M., Llamas, J., Gómez-García-Bermejo, J., Zalama, E., A review of heritage building information modelling (H-BIM) (2018) Multimodal Technologies and Interaction, 2 (2), p. 21; Cabaleiro, M., Riveiro, B., Arias, P., Caamano, J.C., Algorithm for beam deformation modeling from LiDAR data (2015) Measurement, 76, pp. 20-31; Herraez, J., Navarro, P., Denia, J.L., Martin, M.T., Rodriguez, J., Modeling the thickness of vaults in the church of Santa Maria de Magdalena (Valencia, Spain) with laser scanning techniques (2014) J. Cult. Herit, 15 (6), pp. 679-686; Cabaleiro, M., Riveiro, B., Arias, P., Caamano, J.C., Vilan, J.A., Automatic 3D modelling of metal frame connections from LIDAR data for structural engineering purposes (2014) ISPRS J. Photogramm. Remote Sens, 96, pp. 47-56; Yin, X., Liu, H., Chen, Y., Al-Hussein, M., Building information modelling for off-site construction: Review and future directions (2019) Autom. Constr, 101, pp. 72-91; Santos, R., Costa, A.A., Silvestre, J.D., Pyl, L., Informetric analysis and review of literature on the role of BIM in sustainable construction (2019) Autom. Constr, 103, pp. 221-234; Garzia, F., Costantino, D., Baiocchi, V., Security and safety management and role of laser scanning in unique and peculiar cultural heritage sites such as the papal basilica and the sacred convent of Saint Francis in Assisi in Italy International Journal of Heritage Architecture, 2 (2), pp. 271-282; Cuartero, J., Cabaleiro, M., Sousa, H. S., Branco, J. M., Tridimensional parametric model for prediction of structural safety of existing timber roofs using laser scanner and drilling resistance tests (2019) Engineering Structures, 185, pp. 58-67; Sanchez-Aparicio, L.J., Riveiro, B., Gonzalez-Aguilera, D., Ramos, L.F., The combination of geomatic approaches and operational modal analysis to improve calibration of finite element models: A case of study in Saint Torcato church (Guimaraes, Portugal) (2014) Constr. Build. Mater, 70; Yang, L., Cheng, J. C., Wang, Q., Semi-automated generation of parametric BIM for steel structures based on terrestrial laser scanning data (2020) Automation in Construction, 112, p. 103037; Basta, A., Serror, M. H., Marzouk, M., A BIM-based framework for quantitative assessment of steel structure deconstructability (2020) Automation in Construction, 111, p. 103064; Laefer, D. F., Truong-Hong, L., Toward automatic generation of 3D steel structures for building information modelling (2017) Automation in Construction, 74, pp. 66-77; Donato, V., Biagini, C. G., Bertini, Marsugli, F., Challenges and opportunities for the implementation of h-bim with regards to historical infrastructures: A case study of the ponte giorgini in castiglione della pescaia (grossetoitaly) (2017) International Archives of the Photogrammetry, Remote Sensing & Spatial Information Sciences, p. 42; Morganti, R., Tosone, A., Di Donato, D., Abita, M., Hbim and the 20th century steel building heritage-a procedure suitable for the construction history in italy (2019) International Archives of the Photogrammetry, Remote Sensing & Spatial Information Sciences; Mol, A., Cabaleiro, M., Sousa, H. S., Branco, J. M., HBIM for storing life-cycle data regarding decay and damage in existing timber structures (2020) Automation in Construction, 117, p. 103262",,"El Naggar H.Barros J.",,"Avestia Publishing","5th World Congress on Civil, Structural, and Environmental Engineering, CSEE 2020","18 October 2020 through 20 October 2020",,251919,23715294,,,,"English","World Cong. Civ., Struct., Environ. Eng.",Conference Paper,"Final","All Open Access, Bronze",Scopus,2-s2.0-85097250535
"Conway P.","25027012600;","Digitization for everybody (Dig4E)",2020,"Archiving 2020 Online: Digitization, Preservation, and Access - Final Program and Proceedings",,,,"","",,1,"10.2352/issn.2168-3204.2020.1.0.12","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85091969108&doi=10.2352%2fissn.2168-3204.2020.1.0.12&partnerID=40&md5=890b41df1ca264dfb2796600c26b3a79","University of Michigan, Ann Arbor, United States","Conway, P., University of Michigan, Ann Arbor, United States","Digital imaging, as an archival practice, is not a “solved problem' for the cultural heritage community. As Google, publishers, and other content providers digitize and deliver resources at scale, there is an increasingly pressing demand from users to digitize the rich resources in library special collections, archival institutions, and the vast array of invaluable content in private collections. This paper introduces a research and learning initiative (Dig4E-Digitization for Everybody) designed to bridge the knowledge gap that presently exists between well-established or emergent international standards derived from imaging science, on the one hand, and local practices for digital reformatting of archival resources. The paper describes the rationale for the education and training initiative and summarizes the intellectual structure and the technical platform of an innovative sequence of self-paced online resources that can be adapted for a variety of audiences. © 2020 Society for Imaging Science and Technology",,"Content providers; Cultural heritages; Digital imaging; Education and training; Intellectual structures; International standards; Learning initiatives; Online resources; Bridges",,,,,"Andrew W. Mellon Foundation, AWMF","The Andrew W. Mellon Foundation provided generous funding for the development and the development and deployment of Dig4E project learning resources. Don Williams and Tom Rieger provided invaluable technical advice. Jordan Gorzalski designed the project website. Charles Severance is contributing his programming expertise to constructing the delivery system infrastructure.",,,,,,,,,,"Conway, P., Preservation in the age of Google: Digitization, digital preservation, and dilemmas (2010) Lib. Q, 80 (1), pp. 61-79; Alghnimi, M., (2018) Digitization guidelines for static & non-static (Audiovisual) media: Compliance & challenges in academic libraries, , https://dc.uwm.edu/etd/1969, Ph.D. dissertation, Univ. Wisc., Milwaukee, [Online]. Available; Conway, P., Best practices for digitizing photographs: A network analysis of influences (2008) Proc. IS&T Archiving 2008, pp. 94-102. , (Berne, Switzerland), (June 24-27); Conway, P., Digital transformations and the archival nature of surrogates (2015) Arch. Sci, 15 (1), pp. 51-69; Conway, P., Punzalan, R., Fields of vision: Toward a new theory of visual literacy for digitized archival photographs (2011) Archivaria, 71, pp. 63-97; Gooding, P., Terras, M., Warwick, C., The myth of the new: Mass digitization, distant reading, and the future of the book (2013) Lit. and Ling. Comp, 28 (4), p. 632; Dahlström, M., Hansson, J., Kjellman, U., 'As We May Digitize': Institutions and documents reconfigured (2012) LIBER Q, 21 (3-4), pp. 455-474. , nos; Williams, D., Burns, P. D., Preparing for the image literate decade (2009) Proc. IS&T Archiving, pp. 124-127. , 2009, (Arlington, VA), (May 4-7); Frey, F., Süsstrunk, S., Image quality issues for the digitization of photographic collections (1996) Proc. IS&T 49th Annual Conference, pp. 349-353. , (Minneapolis, Minn), (19-24 May); Stelmach, M., Williams, D., When good scanning goes bad: A case for enabling statistical process control in image digitizing workflows (2006) Proc. IS&T Archiving 2006, pp. 237-243. , (Ottawa, Canada), (23-26 May); (2017) Photography - Archiving systems - Image quality analysis - Part 1: Reflective originals, , ISO/TS 19264-1:2017, International Standards Organization, Geneva, Switzerland; Wueller, D., Kejser, U.B., Standardization of image quality analysis - ISO 19264 (2016) Proc. IS&T Archiving 2016, pp. 111-116. , (Washington, DC), (19-22 Apr); (2017) Photography - Archiving systems - Part 1: Best practices for digital image capture of cultural heritage material, , ISO/TR 19263-1:2017, International Standards Organization, Geneva, Switzerland; Photography - Archiving Systems - Vocabulary, , https://www.iso.org/obp/ui/#iso:std:iso:19262:ed-1:v1:en, ISO 19262:2015, International Standards Organization, Geneva, Switzerland. [Online Available; (2017), https://support.imageaccess.de/downloads/product_manuals/FAQ/FAQ-Quality-Controlled-Scanning.pdf, Image Access GmbH, Quality Controlled Scanning FAQ 1.0, Accessed: 15 April 2020. [Online]. Available; (2009) Guidelines: Digital imaging framework, , http://www.digitizationguidelines.gov/guidelines/digitizeframework.html, Federal Agencies Digital Guidelines Initiative, Still Image Group, April 2, Accessed: 15 April 2020. [Online]. Available; (2016) Technical guidelines for digitizing cultural heritage materials, , http://www.digitizationguidelines.gov/guidelines/digitizetechnical.html, Federal Agencies Digital Guidelines Initiative, Still Image Group, September Accessed: 15 April 2020. [Online]. Available; van Dormolen, H., Metamorfoze preservation imaging guidelines, version 2.0 (2019) Proc. IS&T Archiving 2019, pp. 9-11. , (Lisbon, Portugal), (14-7 May); Hoffmann, M., Quality assurance: Visual inspection of digitized images (2018) Proc. IS&T Archiving 2018, pp. 110-114. , (Washington, DC), (17-20 April); Conway, P., 6.4. The relevance of preservation in a digital world (1999) NEDCC Preservation Leaflets, , https://www.nedcc.org/free-resources/preservation-leaflets/6.reformatting/6.4-the-relevance-of-preservation-in-a-digital-world, Andover, MA: Northeast Document Conservation Center, [Online]. Available; Dahlström, M., Critical editing and critical digitization (2010) Text Comparison and Digital Creativity, , W. Th. van Peursen, E. Thoutenhoofd, and A. van der Weel, eds., Brill Online; Manžuch, Z., Ethical issues in digitization of cultural heritage (2017) J. of Cont. Arch. Stud, 4 (4). , https://elischolar.library.yale.edu/jcas/vol4/iss2/4, [Online]. Available; Sartori, A., Towards an intellectual history of digitization: Myths, dystopias, and discursive shifts in museum computing (2016) Dig. Schol. in the Hum, 31 (2), p. 437; Lischer-Katz, Z., Digitization as information practice (2014) Proc. iConference 2014, p. 1104. , http://hdl.handle.net/2142/47417, (Berlin, Germany), (4-7 March), [Online]. Available; Severance, C., MOOCs: An insider's view (2013) Computer, 46 (10), pp. 93-96. , October; Digitization for Everybody (Dig4E), , http://www.Dig4E.org, University of Michigan School of Information. (accessed 15 Apr. 2020); Galanis, N., Alier, M., Casany, M.J., Mayol, E., Severance, C., TSUGI: A framework for building PHP-based learning tools (2014) Proc. TEEM'14, pp. 409-413. , (Salamanca, Spain), (Oct 1-3)","Conway, P.; University of MichiganUnited States",,"History Associates Incorporated (HAI);Society for Imaging Science and Technology (IS and T)","Society for Imaging Science and Technology","Archiving 2020 Online: Digitization, Preservation, and Access","7 May 2020 through 21 May 2020",,161255,,,,,"English","Arch. Online: Digit., Preserv., Access - Final Program Proc.",Conference Paper,"Final","All Open Access, Bronze",Scopus,2-s2.0-85091969108
"Turksezer Z.I., Limongelli M.P., Faber M.H.","57208598028;6508014623;7101978889;","System identification in resilience management of historical bridges",2020,"Proceedings of the 29th European Safety and Reliability Conference, ESREL 2019",,,,"1404","1411",,1,"10.3850/978-981-11-2724-3-1070-cd","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85089196473&doi=10.3850%2f978-981-11-2724-3-1070-cd&partnerID=40&md5=24d292a68c8f457436ba3eb92c4edcad","Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Italy; Department of Civil Engineering, Aalborg University, Denmark","Turksezer, Z.I., Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Italy; Limongelli, M.P., Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Italy; Faber, M.H., Department of Civil Engineering, Aalborg University, Denmark","Transportation infrastructures play an essential role for sustainable and resilient societal developments. In case of an infrastructure failure, such as a partial of full collapse of a bridge, the failure event may cause further cascading failures in the transportation network and lead to severe disruptions of societal functionality. The identification of optimal strategies for the management of critical infrastructure systems through inspections, monitoring, maintenance, repairs, strengthening and renewals, comprises a common but non-trivial challenge for asset owners and operators. To support assets integrity managers in this process the JCSS (2008) has issued a guideline on risk informed decision making for engineered facilities and systems with a focus on the main components of the system identification pertaining to decision analysis. With this basis, the present paper identifies and proposes a novel and generic framework for system identification in the context of resilience management of bridges with a special focus on heritage structures subject to disturbance events such as natural hazards, excessive degradation, failure and accidents and human and organizational errors. The framework addresses the decision situations before, during and after disturbance events with special emphasis directed on the system characteristics of relevance for resilience management and how information about these characteristics may be represented in terms of resilience indicators. In addition, the suggested framework directs emphasis on the role of management of information utilized in support of decision making. Copyright © 2019 European Safety and Reliability Association.","Decision situations; Historical bridges; Information management; Resilience indicators; Resilience management; Systems identification","Disasters; Information management; Religious buildings; Risk assessment; Critical infrastructure systems; Heritage structures; Infrastructure failures; Optimal strategies; Risk-informed decision making; System characteristics; Transportation infrastructures; Transportation network; Decision making",,,,,,,,,,,,,,,,"Alexander, D., The L'Aquila earthquake of 6 April 2009 and Italian Government policy on disaster response (2010) Journal of Natural Resources Policy Research, 2 (4), pp. 325-342; Armaly, M, Blasi, C., Hannah, L., Stari Most: rebuilding more than a historic bridge in Mostar (2004) Museum International, 56 (4), pp. 6-17; Boin, A., McConnell, A., Preparing for critical infrastructure breakdowns: the limits of crisis management and the need for resilience (2007) Journal of Contingencies and Crisis Management, 15 (1), pp. 50-59; Faber, M. H., On sustainability and resilience of engineered systems (2019) Routledge Handbook of Sustainable and Resilient Infrastructure, pp. 28-49. , edited by Paolo Gardoni, New York: Routledge; Faber, M. H., Qin, J., Miraglia, S., Thons, S., On the probabilistic characterization of robustness and resilience (2017) Procedia engineering, 198, pp. 1070-1083; Gardoni, P., (2019) Routledge Handbook of Sustainable and Resilient Infrastructure, , (Ed) edited by Paolo Gardoni. New York: Routledge; Giuliani, L., Revez, A., Sparf, J., Jayasena, S., Faber, M. H., Social and technological aspects of disaster resilience (2016) International Journal of Strategic Property Management, 20 (3), pp. 277-290; (2008) Risk assessment in engineering: principles, system representation & risk criteria, , JCSS ETH Zurich; Nielsen, L., Glavind, S.T., Qin, J., Faber, M. H., (2018) Faith and Fakes - Dealing with critical information in decision analysis, , Lake Louise: IFED Forum; Rainer, K., Cegielski, C. G., (2009) Introduction to Information Systems: Enabling and Transforming Business, , John Wiley & Sons",,"Beer M.Zio E.","Exida.com LLC;Grossraum-Verkehr Hannover GmbH;Safety Tools Development (SATODEV)","Research Publishing Services","29th European Safety and Reliability Conference, ESREL 2019","22 September 2019 through 26 September 2019",,161291,,9789811127243,,,"English","Proc. Euro. Saf. Reliab. Conf., ESREL",Conference Paper,"Final","",Scopus,2-s2.0-85089196473
"Arora R., Rajpurohit B.S.","7202894215;6506204059;","An Experimental Investigation of Electrical Clearance in Air for Overhead Traction System",2020,"IEEE Access","8",,"9109295","105766","105774",,1,"10.1109/ACCESS.2020.3000343","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85086728052&doi=10.1109%2fACCESS.2020.3000343&partnerID=40&md5=818e79914918f1cd8d97e2ef2b1021d8","School of Computing and Electrical Engineering, IIT Mandi, Mandi, 175075, India","Arora, R., School of Computing and Electrical Engineering, IIT Mandi, Mandi, 175075, India; Rajpurohit, B.S., School of Computing and Electrical Engineering, IIT Mandi, Mandi, 175075, India","While converting the existing rail network to electric traction, provision of specified minimum requirement of air gap clearance under old bridges and tunnels has always posed problems. Demand in specified electrical clearance of air-gap often forced the Indian Railways in construction of new bridges for the traction overhead lines to pass when the existing bridges still had their life left, which resulted in very high cost of electrification schemes. Extensive experimental investigation work is presented in this article for the performance of air-gap on actual catenary of contact wire assembly. Measurements were made under natural conditions of rain, fog, fair weather and under artificial rain with ac power frequency, lightning and switching impulse voltages. Investigations were also performed with the insertion of a solid insulating barrier in the gap. Considering the severest condition that of stream of water falling directly on the live conductor from the grounded object, the requirement for minimum air-gap clearance could be recommended to reduce to 170 mm for short time and 220 mm for long time applications, which is 37% lower than the air-gap clearance practiced hitherto. Development of twin contact wire assembly forming horizontal bundle is recommended for reducing the air-gap clearance further. © 2013 IEEE.","Air-gaps; bundle conductors; dielectric breakdown; electric fields; traction","Overhead lines; Rain; Air gap clearances; Experimental investigations; Grounded objects; Insulating barriers; Minimum air gaps; Minimum requirements; Natural conditions; Switching impulse voltages; Electric current collection",,,,,"Ministry of Railways, MOR","This work was supported by the Research Designs and Standards Organization (RDSO) of Ministry of Railways, India.",,,,,,,,,,"Bradwell, A., Wheeler, J.C.G., Developments in glassfiber bridge and tunnel insulators for minimum clearances on British Railways (1984) IEE Proc., 131, pp. 1-6. , Jan; Wojtas, B.J., Brian, S., Electric traction on British railways during 1982 (1983) Electrische Bahnen, 81 (4), pp. 113-117. , Apr; Fujii, M., New tokaido line (1968) Proc. IEEE, 56 (4), pp. 625-645. , Apr; Yamamura, S., Magnetic levitation technology of tracked vehicles present status and prospects (1976) IEEE Trans. Magn., MAG-12 (6), pp. 874-878. , Nov; Warburton, K., Overhead line equipment design and pantograph inter-face (2015) Proc. IET Seminar Dig., pp. 1-7. , London, U. K; Warburton, K., Overhead line equipment design and pantograph inter-face (2009) Proc. IET Seminar Dig., pp. 242-248. , London, U. K; Arora, R., Mosch, W., (1995) High Voltage Insulation Engineering, , Hoboken, NJ, USA: Wiley; (2019) IEEE Standard for Transient Overvoltage Protection of DC Electrifica-tion Systems by Application of DC Surge Arresters, pp. 1-50. , Jul., Standard 1627-2019; Subramanya, K., (1984) Engineering Hydrology, , New Delhi, India: McGraw-Hill; Thirumurugan, C., Kumbhar, G.B., Oruganti, R., Effects of impurities on surface discharges at synthetic ester/cellulose board (2019) IEEE Trans. Dielectr. Electr. Insul., 26 (1), pp. 64-71. , Feb; (2012) Indian Railways Schedule of Dimensions 1676 Mm Gauge (BG) 2004, , Indian Railways, New Delhi, India, Mar","Rajpurohit, B.S.; School of Computing and Electrical Engineering, India; email: bsr@iitmandi.ac.in",,,"Institute of Electrical and Electronics Engineers Inc.",,,,,21693536,,,,"English","IEEE Access",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85086728052
"Jiolat J.-T., Le Carrou J.-L.L., Antunes J., d’Alessandro C.","57209318742;8299503100;55989542600;35605416800;","Modelling of sympathetic string vibrations in the clavichord using a modal Udwadia-Kalaba formulation",2020,"Conference Proceedings of the Society for Experimental Mechanics Series",,,,"277","280",,1,"10.1007/978-3-030-12075-7_32","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067362260&doi=10.1007%2f978-3-030-12075-7_32&partnerID=40&md5=e93c2b786d0d0d26501ee7c66343ed89","Sorbonne Université, CNRS, Institut Jean Le Rond d’Alembert, Equipe LAM, Paris, France; Centro de Ciencias e Tecnologias Nucleares, Instituto Superior Técnico, Universidade de Lisboa, Bobadela LRS, Portugal","Jiolat, J.-T., Sorbonne Université, CNRS, Institut Jean Le Rond d’Alembert, Equipe LAM, Paris, France; Le Carrou, J.-L.L., Sorbonne Université, CNRS, Institut Jean Le Rond d’Alembert, Equipe LAM, Paris, France; Antunes, J., Centro de Ciencias e Tecnologias Nucleares, Instituto Superior Técnico, Universidade de Lisboa, Bobadela LRS, Portugal; d’Alessandro, C., Sorbonne Université, CNRS, Institut Jean Le Rond d’Alembert, Equipe LAM, Paris, France","The vibratory and acoustic modeling of musical instruments is important for several purposes in cultural heritage preservation, performance studies and musical creation. On the one hand, building a model helps understanding the key features of an instrument, and then is useful for evaluation, documentation and preservation of historical models. On the other hand, modeling and simulation can help for improving existing instruments, or even designing new instruments by extension of the model. The clavichord is an early keyboard instrument equipped with a very simple mechanics. The strings are excited by small metal wedges or blades (the tangents) placed at the end of the keys. The tangent remains in contact with the strings for the duration of the note, defining the vibrating length of the string. All strings are coupled at a same bridge. A string is divided into three sections: a damped section (DS) between the hitch-pin and the tangent; the played section (PS), excited by the tangents, between the tangent and the bridge; and the resting section (RS) between the bridge and the tuning pin. Because of the coupling through the bridge of the PS and RS, the RS is set into vibration, acting as sympathetic strings. The vibratory responses of the RS is modelled using a modal approach based on the Udwadia-Kalaba formulation. Firstly, a review of the method is presented, accompanied with measurements performed on an instrument (copy of a Hubert 1784 fretted clavichord), which include an experimental modal analysis at the instrument bridge and measurements of string motions. Then, simulation results are reported and compared with experimental measurements. © Society for Experimental Mechanics, Inc. 2020.","Clavichord; Modal analysis; String coupling; Sympathetic vibration; Udwadia-Kalaba formulation","Electric measuring bridges; Historic preservation; Modal analysis; Musical instruments; Structural dynamics; Clavichord; Cultural heritage preservation; Experimental modal analysis; Model and simulation; String vibrations; Sympathetic vibration; Udwadia-Kalaba formulation; Vibratory response; Vibration analysis",,,,,,,,,,,,,,,,"Antunes, J., Debut, V., Dynamical computation of constrained flexible systems using a modal Udwadia-Kalaba formulation: Application to musical instruments (2017) J. Acoust. Soc. Am., 141 (2), pp. 764-778; Arabyan, A., Wu, F., An improved formulation for constrained mechanical systems (1998) Multibody Syst. Dyn., 2 (1), pp. 49-69; Cuesta, C., Valette, C., (1993) Mécanique De La Corde Vibrante, p. 520. , Hermes, Paris; Laulusa, A., Bauchau, O.A., Review of classical approaches for constraint enforcement in multibody systems (2008) J. Comput. Nonlinear Dyn., 3 (1); Le Carrou, J.L., Gautier, F., Dauchez, N., Gilbert, J., Modelling of sympathetic string vibrations (2005) Acta Acust. Acust., 91 (2), pp. 277-288; Ozdemir, A.A., Gumussoy, S., Transfer function estimation in system identification toolbox via vector fitting (2017) Ifac-Papersonline, 50 (1), pp. 6232-6237","Jiolat, J.-T.; Sorbonne Université, France","Barthorpe R.",,"Springer New York LLC","37th IMAC, A Conference and Exposition on Structural Dynamics, 2019","28 January 2019 through 31 January 2019",,225789,21915644,9783030120740,,,"English","Conf. Proc. Soc. Exp. Mech. Ser.",Conference Paper,"Final","All Open Access, Green",Scopus,2-s2.0-85067362260
"Sánchez-Jiménez D., Buchón-Moragues F., Bravo J.M., Sánchez-Pérez J.V.","57211837060;57189709602;7102759394;7006076736;","Estimation of the precision of a structured light system in oil paintings on canvas",2019,"Sensors (Switzerland)","19","22","4966","","",,1,"10.3390/s19224966","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85075108988&doi=10.3390%2fs19224966&partnerID=40&md5=eb3a29c4bc168567fe0c05e1cb357fab","Departamento de Ingeniería Cartográfica, Geodesia y Fotogrametría, Universitat Politécnica de Valéncia, Camino de Vera s/n, Valencia, 46022, Spain; Centro de Tecnologías Físicas, Acústica, Materiales y Astrofísica, División Acústica, Universitat Politécnica de Valéncia, Camino de Vera s/n, Valencia, 46022, Spain","Sánchez-Jiménez, D., Departamento de Ingeniería Cartográfica, Geodesia y Fotogrametría, Universitat Politécnica de Valéncia, Camino de Vera s/n, Valencia, 46022, Spain; Buchón-Moragues, F., Departamento de Ingeniería Cartográfica, Geodesia y Fotogrametría, Universitat Politécnica de Valéncia, Camino de Vera s/n, Valencia, 46022, Spain; Bravo, J.M., Centro de Tecnologías Físicas, Acústica, Materiales y Astrofísica, División Acústica, Universitat Politécnica de Valéncia, Camino de Vera s/n, Valencia, 46022, Spain; Sánchez-Pérez, J.V., Centro de Tecnologías Físicas, Acústica, Materiales y Astrofísica, División Acústica, Universitat Politécnica de Valéncia, Camino de Vera s/n, Valencia, 46022, Spain","The conservation and authentication of pictorial artworks is considered an important part of the preservation of cultural heritage. The use of non-destructive testing allows the obtention of accurate information about the state of pictorial artworks without direct contact between the equipment used and the sample. In particular, the use of this kind of technology is recommended in obtaining three-dimensional surface digital models, as it provides high-resolution information that constitutes a kind of fingerprint of the samples. In the case of pictorial artworks with some kind of surface relief, one of the most useful technologies is structured light (SL). In this paper, the minimum difference in height that can be distinguished with this technology was estimated, establishing experimentally both the error committed in the measurement process and the precision in the use of this technology. This study focused on the case of oil paintings on canvas and developed a low-cost system to ensure its wide use. © 2019 by the authors. Licensee MDPI, Basel, Switzerland.","Close-range photogrammetry; Non-destructive testing; Pictorial artworks authentication; Pictorial artworks cataloging; Structured light; Three-dimensional modeling","Authentication; Bridge decks; Historic preservation; Close range photogrammetry; Non destructive testing; Pictorial artworks cataloging; Structured Light; Three-dimensional model; Nondestructive examination; article; documentation; painting; photogrammetry",,,,,,,,,,,,,,,,"Abate, D., Menna, F., Remondino, F., Gattari, M.G., 3D painting documentation: Evaluation of conservation conditions with 3D imaging and ranging techniques (2014) Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci., 45, pp. 1-8; Pelagotti, A., Uccheddu, F., Massa, E., Carfagni, M., Comparing two 3D measurement techniques for documenting painted wooden panels surface deformations on a real test case: “Mystical Marriage of Saint Catherine” by Renaissance artist Piero di Cosimo. IOP Conf. Ser (2018) Mater. Sci. Eng, 364, pp. 1-8; Ambrosini, D., Daffara, C., Di Biase, R., Paoletti, D., Pezzati, L., Bellucci, R., Bettini, F., Integrated reflectography and thermography for wooden paintings diagnostics (2010) J. Cult. Herit., 11, pp. 196-204; Legrand, S., Vanmeert, F., van der Snickt, G., Alfeld, M., de Nolf, W., Dij, J., Janssens, K., Examination of historical paintings by state-of-the-art hyperspectral imaging methods: From scanning infra-red spectroscopy to computed X-ray laminography (2014) Herit. Sci., 2, p. 13; Bravo, J.M., Sánchez-Pérez, J.V., Ferri, M., Redondo, J., Picó, R., Application of ultrasound phase-shift analysis to authenticate wooden panel paintings (2014) Sensors, 14, pp. 7992-8002; Remondino, F., Rizzi, A., Barazzetti, L., Scaioni, M., Fassi, F., Brumana, R., Pelagotti, A., Review of geometric and radiometric analyses of paintings (2011) Photogramm. Rec., 26, pp. 439-461; Buchón-Moragues, F., Bravo, J.M., Ferri, M., Redondo, J., Sánchez-Pérez, J.V., Application of structured light system technique for authentication of wooden panel paintings (2016) Sensors, 16, p. 881; Padfield, J., Saunders, D., Polynomial texture mapping: A new tool for examining the surface of paintings (2005) ICOM Comm. Conserv., 1, pp. 504-510; Dietz, C., Catanzariti, G., Jimeno-Martínez, A., Infrared reflectography using 3D laser scanning (2011) E-Conserv. Mag., 18, pp. 32-42; Tian, G.Y., Lu, R.S., Gledhill, D., Surface Measurement Using Active Vision and Light Scattering (2007) Opt. Lasers Eng., 45, pp. 131-139; Secher, J.J., Darvann, T.A., Pinholt, E.M., Accuracy and reproducibility of the DAVID SLS-2 scanner in three-dimensional facial imaging (2017) J. Cranio Maxillo-Fac. Surg., 45, pp. 1662-1670; Luhmann, T., Close range photogrammetry for industrial applications (2010) ISPRS J. Photogramm. Remote Sens., 65, pp. 558-569; Hui, Z., Liyan, Z., Hongtao, W., Jianfu, C., Surface measurement based on instantaneous random ilumination (2008) Chin. J. Aeronaut, 22, pp. 316-324; McPherron, S.P., Gernat, T., Hublin, J.J., Structured light scanning for high-resolution documentation of in situ archaeological finds (2009) J. Archaeol. Sci., 36, pp. 19-24; Rocchini, C., Cignoni, P., Montani, C., Pingi, C., Scopigno, R., A low cost 3D scanner based on structured light (2001) Eurographics 2001, , Chalmers, A., Rhyne, T.-M., Eds.; Blackwell Publishers: Oxford, UK; Arias, P., Herraez, J., Lorenzo, H., Ordoñez, C., Control of structural problems in cultural heritage monuments using close-range photogrammetry and computer methods (2005) Comput. Struct., 83, pp. 1754-1766; Patrucco, G., Rinaudo, F., Spreafico, A., A new handheld scanner for 3D survey of small artifacts: The Stonex F6 (2019) Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., 42 2/W15, pp. 895-901; Akça, D., Grün, A., Breuckmann, B., Lahanier, C., High definition 3D-scanning of arts objects and paintings (2007) Proceedings of the Optical 3-D Measurement Techniques, Zurich, pp. 50-58. , Switzerland, 9–12 July; Guidi, G., Atzeni, C., Seracini, M., Lazzari, S., Painting survey by 3D optical scanning. The case of adoration of the magi by Leonardo da Vinci (2004) Stud. Conserv, 49, pp. 1-12; Palma, G., Pingi, P., Siotto, E., Bellucci, R., Guidi, G., Scopigno, R., Deformation analysis of Leonardo da Vinci’s “Adorazione dei Magi” through temporal unrelated 3D digitization (2019) J. Cult. Herit., 38, pp. 174-185; Georgopoulos, A., Ioannidis, C., Valanis, A., Assessing the performance of a structured light scanner (2010) Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci, 38, pp. 250-255; Triggs, B., McLauchlan, P., Hartley, R., Fitzgibbon, A., Bundle Adjustment–A Modern Synthesis Proceedings of the International Workshop on Vision Algorithms: Theory and Practice, pp. 298-372. , Corfu, Greece, 20–25 September 1999; Batlle, J., Mouaddib, E., Salvi, J., Recent progress in coded structured light as a technique to solve the correspondence problem: A survey (1998) Pattern Recognit., 31, pp. 963-982; David, S.L.S., (2012) David Vision Systems Gmbh: Koblenz, , https://www.rapidobject.com/csdata/download/1/de/kurzanleitung_de_3_4_2012_07_06_113_5.pdf, In User Manual, Germany, accessed on 20 May 2019; Salvi, J., Pagès, J., Batlle, J., Pattern codification strategies in structured light systems (2004) Pattern Recognit, 37, pp. 827-849; http://kvejborg.dk/media/1245/flyer-web.pdf, accessed on 20 May 2019; (2016), http://www.cloudcompare.org/, [GPL Software], Available online:, accessed on 20 May 2019; Best, P.J., McKay, N.D., A method for registration of 3-D Shapes (1992) IEEE Trans. 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Signal Process., 2017; Abate, D., Documentation of paintings restoration through photogrammetry and change detection algorithms (2019) Herit. Sci., 7","Sánchez-Pérez, J.V.; Centro de Tecnologías Físicas, Camino de Vera s/n, Spain; email: jusanc@fis.upv.es",,,"MDPI AG",,,,,14248220,,,"31739529","English","Sensors",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85075108988
"Dunai L., Horváth A.","6602128365;12242989200;","Rehabilitation of historical bridges over the Danube in Budapest",2019,"International Journal of Architectural Heritage","13","1",,"2","14",,1,"10.1080/15583058.2018.1497223","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051107380&doi=10.1080%2f15583058.2018.1497223&partnerID=40&md5=e297d01a35503a98588307ca3fe56d1f","Department of Structural Engineering, Budapest University of Technology and Economics, Budapest, Hungary; Bridge Design Department, Főmterv Co, Budapest, Hungary","Dunai, L., Department of Structural Engineering, Budapest University of Technology and Economics, Budapest, Hungary; Horváth, A., Bridge Design Department, Főmterv Co, Budapest, Hungary","This article gives an overview on the rehabilitation of historical Danube bridges, which are located in the UNESCO World Heritage part of Budapest: Széchenyi chain bridge, Margaret bridge, Liberty bridge, and Elizabeth bridge. The bridges are briefly introduced and then their rehabilitations are presented. The special aspects of the design of reconstruction are shown. Site measurements and advanced studies, which supported the rehabilitation in the design and construction phase, are discussed in the case of the two recently reconstructed bridges and for one planned case, while, in the case of the Elizabeth bridge, the old and the new structures are introduced. © 2018, © 2018 Taylor & Francis.","Advanced models; historical bridges; load testing; reconstruction; site measurement; steel structures","Image reconstruction; Load testing; Steel structures; Structural design; Budapest; Design and construction; Historical bridges; Site measurements; UNESCO world heritages; Bridges; bridge; loading test; numerical model; steel; UNESCO; World Heritage Site; Budapest; Hungary",,,,,,,,,,,,,,,,"Åkesson, B., (2008) Understanding bridge collapses, , London: Taylor & Francis Group; Cullimore, M.S.G., Mason, P.J., Smith, J.W., Analytical modelling for fatigue assessment of the Clifton suspension bridge (1993) IABSE Congress Reports, 196-206; Domanovszky, S., (2004), The old and the new Elizabeth bridge BudapestProceedings of the Scientific Conference, MAGÉSZ, Budapest: (Ed),. (in Hungarian; Domanovszky, S., For August 20 has got the Liberty bridge his fully spendour (2009) Journal of the Hungarian Steel Association, 6 (3), pp. 5-12. , in Hungarian; Domanovszky, S., One hundred years ago, on November 27, 1915, the reconstructed Széchenyi chain bridge is opened for traffic (2015) Journal of the Hungarian Steel Association, 12 (4), pp. 8-30. , in Hungarian; Dunai, L., Jakab, G., Kálló, M., Site measurements on the Margaret bridge during erection (2009) Report of the Department of Structural Engineering, Budapest University of Technology and Economics, , in Hungarian; Dunai, L., Jakab, G., Kálló, M., Kovács, N., Stress measurement on the liberty bridge during traffic conditions (2009) Report of the Department of Structural Engineering, Budapest University of Technology and Economics, , in Hungarian; Dunai, L., Kálló, M., Kovács, N., Kövesdi, B., Vigh, L.G., Load testing of the Margaret bridge (2009) Report of the Department of Structural Engineering, Budapest University of Technology and Economics, , in Hungarian; Dunai, L., Kálló, M., Kövesdi, B., Vigh, L.G., Load testing of the Liberty (2009) Reports of the Department of Structural Engineering, Budapest University of Technology and Economics, 2007., , in Hungarian; Dunai, P., Kövesdi, B., Dunai, L., Structural analysis of the historical Széchenyi chain bridge in Budapest (2017) Eurosteel2017 Conference, , Copenhagen, Denmark: (accepted for publication; (2012) Journal of Steel Construction, 5 (4), pp. 268-269; Földi, A., Hegyiné, D.E., Dózsa, F.K., (2003) The old and the new Elizabeth bridge in Budapest, , Hungarian Museum of History, Budapest, Hungarian Historical Museum, Budapest, Hungary., and,. Eds,. Budapesti Történeti Múzeum. (in Hungarian; Gál, I., (2005) Danube bridges in Budapest, , 2nd, Budapest: Hídépítő Co, (in Hungarian), ed; Nagy, Z., Horváth, A., Designers’ view on the reconstruction of the Liberty Bridge (2009) IV. Hídműhely Symposium, , in Hungarian; Nagy, Z., Szigeti, Z., Gál, A., Designing the reconstruction of the Széchenyi chain bridge (2015) Proceedings of the National Steel Structures Conference, pp. 28-31. , MAGÉSZ, Dunaújváros: (in Hungarian), and; Németh, T., Construction of the first Margaret Bridge, 1872-1876 (2007) Technical Report, , Főmterv Co, (in Hungarian; Németh, T., Nagy, Z., Design the reconstruction of our historical heritage Margaret Bridge (2008) Technical Report, , Főmterv Co, (in Hungarian","Dunai, L.; BME Department of Structural Engineering, Műegyetem rkp. 3, Hungary; email: ldunai@epito.bme.hu",,,"Taylor and Francis Inc.",,,,,15583058,,,,"English","Int. J. Archit. Herit.",Article,"Final","",Scopus,2-s2.0-85051107380
"Sire S., Ragueneau M.","55314696200;57191744844;","Evolution of the design of iron and steel railway bridges in France at the end of the 19th century",2019,"Procedia Structural Integrity","22",,,"64","69",,1,"10.1016/j.prostr.2020.01.009","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85089386156&doi=10.1016%2fj.prostr.2020.01.009&partnerID=40&md5=c143648df42929bbe9a7b50c99fa4196","University of Brest, IRDL, CNRS UMR 6027, Brest, 29200, France; SNCF Réseau, DGII-OA, La Plaine Saint-Denis, 93210, France","Sire, S., University of Brest, IRDL, CNRS UMR 6027, Brest, 29200, France; Ragueneau, M., SNCF Réseau, DGII-OA, La Plaine Saint-Denis, 93210, France","The French railway network includes over 30 000 km of railway tracks and more than 5000 metallic bridges. Some of them have been in service for over a century and they need adapted measures for their maintenance. Due to the increase of rolling speed and axle load, fatigue is one of the main phenomena to take into account in order to extend the safe service life of metallic bridges. In order to better understand how old bridges behave, a specific Agressiveness Index (AI) has been defined and enables to compare the effect of different rolling stocks on the mechanical behaviour of stringers. This index was tested fot different historical type trains. For these calculations, a set of real stringers was considered, including different periods of construction, different spans and inertias. The SIA fatigue curve with ?sc=80MPa has been chosen taking into account historical allowable fatigue stress. The calculation model of stresses in stringers of this study shows a good agreement with the SNCF historical inventory of repairs. © 2019 The Authors.","Fatigue; Historical inventory; Railway bridges; Regulations; Stringers",,,,,,"2019JM-473; National Natural Science Foundation of China, NSFC: 51674199","This research was funded by Natural Science Foundation of Shaan xi Province of China (grant number 2019JM-473) and the Chinese National Natural Science Foundation (grant number 51674199).",,,,,,,,,,"(2005) NF en 1993-1-9: 2005: Eurocode 3 - Calcul des Structures en Acier - Partie 1-9: Fatigue., , Afnor (Association Française de Normalisation), Afnor, La Plaine Saint-Denis, France (in French); Al-Emrani, M., (2002) Fatigue in Riveted Railway Bridges: A Study of the Fatigue Performance of Riveted Stringers and Stringer to Floor-Beam Connections., , PhD thesis, Chalmers University of Technology, Gothenburg, Sweden; De Jesus, A.M.P., Da Silva, A.L.L., Correia, J.A.F.O., Fatigue of riveted and bolted joints made of puddle iron-An experimental approach (2015) Journal of Constructional Steel Research, 104, pp. 81-90; Gallegos Mayorga, L., Sire, S., Ragueneau, M., Plu, B., Understanding the behaviour of wrought-iron riveted assemblies: Manufacture and testing in France (2017) Proceedings of the Institution of Civil Engineers - Engineering History and Heritage, 170 (2), pp. 67-79; Helmerich, R., Full scale fatigue testing of original truss members and connections (2012) 6th IABMAS Conference, , Stresa, Italy; (1891) Circulaire du Ministère des Travaux Publics Aux Préfets du 29 Aout 1891., , Ministère des travaux publics, Révision de la circulaire du 9 juillet 1877, relatif aux épreuves des ponts métalliques. Ministère des travaux publics, France (in French); (1985) Question ORE D 154: Sollicitations et Résistance des Longerons et des Pièces de Pont - Rapport No 6: Rapport Final, , ORE (Office de Recherches et d'Essais), UIC (Union International des Chemins de fer), France (in French); Pipinato, A., Pellegrino, C., Bursi, O., Modena, C., High-cycle fatigue behavior of riveted connections for railway metal bridges (2009) Journal of Constructional Steel Research, 65 (12), pp. 2167-2175; Plu, B., Ragueneau, M., Gaio Resende, M., (2016) Influence of New Rolling Stock on the Ageing of Old Metallic Bridges and Specifically of the Stringers, , 11th WCRR, Milan, Italy; (2011) SIA 269/3: 2011: Maintenance des Structures Porteuses - Structures en Acier., , SIA (Societé Suisse des Ingénieurs et des Architectes), SIA, Zurich, Suisse (in French); (2014) Réparation et Rénovation des Structures Métalliques, , Strres (Syndicat national des entrepreneurs spécialistes de réparation et renforcement des structures), Stress, Paris, France (in French); Taras, A., Greiner, R., Development and application of a fatigue class catalogue for riveted bridge components (2010) Structural Engineering International, 1, pp. 91-103","Sire, S.; University of Brest, France; email: stephane.sire@univ-brest.fr","De Jesus A.M.P.Henriques A.A.R.Correia J.A.F.O.Castro J.M.F.Montenegro P.A.M.Calcada R.A.B.",,"Elsevier B.V.","1st International Symposium on Risk and Safety of Complex Structures and Components, IRAS 2019","1 July 2019 through 2 July 2019",,163462,24523216,,,,"English","Proc. Struc. Inte.",Conference Paper,"Final","All Open Access, Gold",Scopus,2-s2.0-85089386156
"Den Boer A.","57217023376;","Neglected and undervalued cultural heritage: Waterfronts and riverbanks of Alblasserwaard, the Netherlands",2019,"Adaptive Strategies for Water Heritage: Past, Present and Future",,,,"291","307",,1,"10.1007/978-3-030-00268-8_15","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85085839114&doi=10.1007%2f978-3-030-00268-8_15&partnerID=40&md5=634183de73a1a330d1623b241eb4e255","Erasmus University Rotterdam, Rotterdam, Netherlands","Den Boer, A., Erasmus University Rotterdam, Rotterdam, Netherlands","Alblasserdam is aDutch dyke village dating to the thirteenth century, with its earliest houses built along the embankment of a major dyke. Most of its history is closely related to shipping and shipbuilding. The village center had a harbor for inland ships and a navigation lock; in the hinterland, industrialization created several yards where workers built many types of vessels: Simple wooden rowing boats, wooden ships, and steel ships. Other yards related to shipbuilding—a steel mill, a construction yard for railway infrastructure—rose there too. Thematerial used in these yards came in by ship and ferry. Today, the local ferry has been replaced by bridges and a tunnel. Sites once hosting major shipyard now hold housing. Halls that were used to build minesweepers for the Dutch Navy are now used for building beautiful yachts. Cranes and old buildings alike have disappeared, and new areas have become available for redevelopment. Five objects on thewaterfront of theNoord exemplify the connections of history to possible transformations in the future, and the question of safeguarding the area’s history as cultural heritage: The site of the Nedstal steel factor, the historic bridge (and an art installation proposed for it), the shipyard of van de Giessen de Noord, the Oude Werf yard, and the Mercon Kloos site. Two citizen initiatives seek to restore and manage cultural heritage in the Alblasserwaard and the river Noord. The analysis shows that cultural heritage has gotten more attention from public and private stakeholders and civil society over time. © The Author(s) 2020.","Alblasserwaard; Citizen participation; Public space; River art; Riverfront; Water heritage",,,,,,,,,,,,,,,,,"Retrieved 1 January 2018 (2018) Alblasserdam, , https://www.alblasserdam.net/column/2015-08-25/cornelis-verolme-blijft-voor-eeuwig-aan-alblasserdam-verbonden-.html, Alblasserdam.net; Wegen, A., (2018) Openingsdata Nieuwe Autosnelwegen, , https://www.autosnelwegen.nl/index.php/geschiedenis/5-1940-1945-tweede-wereldoorlog, Retrieved 29 June 2018; (2009) Herontwikkeling Scheepswerf Verolme Alblasserdam, , http://www.bbn.nl/gebiedsontwikkeling/projecten/507/herontwikkelingscheepswerf-verolme-alblasserdam.html, BBN adviseurs, March 30, Retrieved 29 June 2018; Boersma, P., Alblasserdam’s heden en verleden (1939) Europese Bibliotheek-Zaltbommel; (2004) Bouwcombinatie Alblasserwerf, , http://www.boele.nl/projecten/alblasserwerf-de-hellingen-alblasserdam, Alblasserwerf. 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Social capital, social theory, and the political economy of public health (2004) Int J Epidemiol, 2004 (33), pp. 650-667; Teeuwen, R., (2016) Kunstenaars Laten Mogelijkheden Met Oude Torenkranen Zien, , http://www.alblasserdamsnieuws.nl/wordpress/2016/02/29/kunstenaars-laten-mogelijkheden-met-oude-torenkranen-zien/, Februari 29, Retrieved 29 June 2018, from; (2014) Staalproducentnedstaal Failliet, , https://www.telegraaf.nl/financieel/894917/staalproducent-nedstaal-failliet, Telegraaf, Retrieved 28 June 2018, from; (1997) Mill Network at Kinderdijk-Elshout, , http://whc.unesco.org/en/list/818, Retrieved March 13, 2018, from; Van Dam, R., Salverda, I.E., During, R., Strategies of citizens’ initiatives in the Netherlands: Connecting people and institutions (2014) Crit Policy Stud, 8 (3), pp. 323-339; Van Der Zouw, H., (2015) Cornelis Verolme Blijft Voor Eeuwig Aan Alblasserdam Verbonden, , https://www.alblasserdam.net/column/2015-08-25/cornelisverolme-blijft-voor-eeuwig-aan-alblasserdam-verbonden.html, Retrieved 29 June 2018, from; Van Groningen, C.L., (1992) De Alblasserwaard. Waanders Uitgevers, , Zwolle/Rijksdienst voor de Monumentenzorg, Zeist 1992; Verba, S., Schlozman, K.L., Brady, H.E., (1995) Voice and Equality: Civic Voluntarism in American Politics, , Harvard University Press; (1960) Geschiedenis, , http://www.verolmetrust.nl/geschiedenis/, Retrieved 9 Feb 2018, from; Whyte, W.H., (1975) The Social Life of Small Urban Spaces, , https://www.pps.org/about, Retrieved 5 Jan 2018, from; (2018) De Zaag En Stormpoldervloedbos in De Nieuwe Maas, , https://www.zuidhollandslandschap.nl/gebieden/de-zaag-enstormpoldervloedbos, Retrieved 29 June 2018, from","Den Boer, A.; Erasmus University RotterdamNetherlands; email: arie.den.boer@planet.nl",,,"Springer International Publishing",,,,,,9783030002688; 9783030002671,,,"English","Adaptive Strategies for Water Herit.: Past, Present and Future",Book Chapter,"Final","All Open Access, Hybrid Gold, Green",Scopus,2-s2.0-85085839114
"Koteš P., Strieška M., Vičan J.","6505747528;57192372988;6506530681;","Influence of environmental pollution on corrosion MAPS in Slovakia",2019,"FIB 2018 - Proceedings for the 2018 fib Congress: Better, Smarter, Stronger",,,,"795","804",,1,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85081078676&partnerID=40&md5=d67a357e757355f232ed9ff47cca8cd7","Civil Engineering Faculty, University of Zilina, Slovakia","Koteš, P., Civil Engineering Faculty, University of Zilina, Slovakia; Strieška, M., Civil Engineering Faculty, University of Zilina, Slovakia; Vičan, J., Civil Engineering Faculty, University of Zilina, Slovakia","The corrosion is one of the most decisive factor determining the lifetime of materials and increases the risk of failure. Climatic parameters and atmospheric pollution have the high impact on degradation of several construction materials, from which the reinforced concrete or steel structures, such as buildings, bridges, tunnels or cultural heritage structures, are made. The paper describes the impact of multi-pollution of atmosphere on construction material's degradation in the Slovak Republic. It is possible to determine the map of corrosion from the atmosphere pollution, which describes the aggressiveness of environment and its influence on corrosion. The corrosion map does not help to protect materials but can be useful for prediction of risks by design and analysis. Data on pollution and climatological conditions, like Cl-, SO2, O3, PM10, pH, temperature, rain, relative humidity, are measured in the network of environmental stations and consequently the maps of zinc, copper, aluminium and carbon steel are made from them. Slovak Hydrometeorological Institute implements measurements of air pollutants that are the basis for the assessment of the air quality. © 2019 by the fib. All rights reserved.","Bridges; Corrosion; Degradation; Environmental pollution; Structures","Air quality; Aluminum coated steel; Atmospheric corrosion; Atmospheric humidity; Bridges; Corrosion; Corrosion protection; Degradation; Reinforced concrete; Risk assessment; Structure (composition); Atmosphere pollution; Atmospheric pollution; Climatic parameters; Climatological conditions; Cultural heritages; Design and analysis; Environmental pollutions; Slovak Republic; Pollution induced corrosion",,,,,"Slovak Academic Information Agency, SAIA: DS-2016-0039; Agentúra na Podporu Výskumu a Vývoja, APVV: 012ŽU-4/2016, 1/0413/18, APVV-14-0772; Vedecká Grantová Agentúra MŠVVaŠ SR a SAV, VEGA","This research is supported by the Slovak Research and Development Agency under contract No. APVV-14-0772, and by Research Project No. 1/0413/18 and No. 012ŽU-4/2016 of Slovak Grant Agency and also by the project DS-2016-0039 in frame of bilateral cooperation.",,,,,,,,,,"Albitar, M., Visintin, P., Mohamed Ali, M.S., Lavigne, O., Gamboa, E., Bond slip models for uncorroded and corroded steel reinforcement in class-F fly ash geopolymer concrete (2017) Journal of Materials in Civil Engineering, 29 (1), pp. 257-263; Albrecht, P., Naeemi, A.H., Performance of weathering steel in bridges (1984) National Cooperative Highway Research Program, , Report 272; Andrade, C., Sarria, J., Alonso, C., Corrosion rate field monitoring of post-tensioned tendons in contact with chlorides (1996) Conference ""Durability of Building Materials and Components"", pp. 959-967. , Stockholm; Bažant, Z.P., Physical model for steel corrosion in concrete sea structures - Theory (1979) Journal of Structural Division, ASCE, 105 (6), pp. 1137-1153; Bilčík, J., Hollý, I., Effect of reinforcement corrosion on reliability (2012) Journal Beton TKS, 3, pp. 16-20; Bohnenkamp, K., Burgmann, G., Schwenk, W., Investigations of atmospheric corrosion of plain carbon and low-alloy steels in industry, country and sea air (1973) Stahl Eisen, 93, pp. 1054-1060; Di Turo, F., Proietti, Ch., Screpanti, A., Fornasier, M.F., Cionni, I., Favero, G., De Marco, A., Impacts of air pollution on cultural heritage corrosion at European level: What has been achieved and what are the future scenarios (2016) Environmental Pollution, 218, pp. 586-594. , Article in; (2012) EN ISO 9223 Corrosion of Metals and Alloys - Corrosivity of Atmospheres - Classification, Determination and Estimation; (2012) EN ISO 9224 Corrosion of Metals and Alloys - Corrosiivity of Atmospheres - Guiding Values for the Corrosivity Categories; Ivašková, M., Koteš, P., Brodňan, M., Air pollution as an important factor in construction materials deterioration in slovak Republic (2015) 7th Scientific-Technical Conference Material Problems in Civil Engineering ""MATBUD 2015"", 108, pp. 131-138. , Kraków, Poland; Ivašková, M., Koteš, P., Dundeková, S., Impact of air pollution and climate conditions on carbon steel in slovak Republic (2015) Conference CSTI; Kala, Z., Omishore, A., Applications of advanced variance-based methods in civil engineering (2009) Proc. of the Lightweight Structures in Civil Engineering, pp. 68-73. , Warsaw; Klinesmith, D.E., McCuen, R.H., Albrecht, P., Effect of environmental condition on corrosion rate Journal of Material Civil Engineering 2007, 19, pp. 1139-1221; Koteš, P., Vičan, J., Multi-element system reliability using Markov chain model (2004) Communications, pp. 17-21. , 3/2004; Koteš, P., Vičan, J., Influence of reinforcement corrosion on moment and shear resistance in time of RC bridge girder (2016) 8th International Conference on Bridge Maintenance, pp. 1923-1928. , Safety and Management, IABMAS; Křivý, V., Kubzova, M., Kreislova, K., Urban, V., Characterization of corrosion products on weathering steel bridges influenced by chloride deposition (2017) Metals, 7, p. 336; Křivý, V., Urban, V., Fabian, L., Experimental investigation of corrosion processes on weathering steel structures (2014) Key Engineering Materials, 577-578, pp. 397-400. , (12th International Conference on Fracture and Damage Mechanics, Sardinia, 2013), Trans Tech Publications, Zurich; Kucera, V., Tidblad, J., Kreislova, K., Knotkova, D., Falles, M., Reiss, D., Snethlage, R., Kobus, J., UN/ECE ICP materials dose-response functions for the multi-pollutant situation (2007) Water Air Soil Pollut: Focus, 7, pp. 249-258; (2006) Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings + National Annex, , STN EN 1992-1-1 SÚTN; (2007) Eurocode 2: Design of Concrete Structures - Part 2: Concrete Bridges, Design and Detailing Rules + National Annex, , STN EN 1992-2 SÚTN; (2006) Eurocode 3: Design of Steel Structures - Part 1-1: General Rules and Rules for Buildings + National Annex, , STN EN 1993-1-1 SÚTN; (2007) Eurocode 3: Design of Steel Structures - Part 2: Steel Bridges + National Annex, , STN EN 1993-2 SÚTN; Thoft-Christensen, P., A reliability based expert system for bridge maintenance (1992) Tekno Vision Conference, , Denmark; Tidblad, J., Kucera, V., Mikhailov, A.A., Report no 30. Statistical analysis of 8 year materials exposure and acceptable deterioration and pollution levels (1997) Swedish Corrosion Institute, , Stockholm, Sweden; Tidblad, J., Kucera, V., Mikhailov, A.A., Henriksen, J., Kreislova, K., Yates, T., Stockle, B., Schreiner, M., UN/ECE ICP materials: Dose-response functions on dry and wet acid deposition effects after 8 years of exposure (2001) Water Air and Soil Pollution, 130, pp. 1457-1462; Wendner, R., Strauss, A., Guggenberger, T., Bergmeister, K., Teplý, B., Ansatz zur Beurteilung von chloridbelasteten Stahlbetonbauwerken mit Bewertung der Restlebensdauer (2010) Journal ""Beton- und Stahlbetonbau"", (12), pp. 778-786. , number 105",,"Foster S.Gilbert R.I.Mendis P.Al-Mahaidi R.Millar D.","ACRS;Ancon;DSI;Freyssinet","Federation Internationale du Beton (fib)","5th fib Congress, FIB 2018","7 October 2018 through 11 October 2018",,157394,,,,,"English","FIB - Proc. fib Congr.: Better, Smarter, Stronger",Conference Paper,"Final","",Scopus,2-s2.0-85081078676
"Kazanskaya L., Sobor V.","57205125533;57214838331;","Historical railway bridges of Russia as objects of architectural heritage",2019,"Urbanism. Architecture. Constructions","10","2",,"123","132",,1,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85079268289&partnerID=40&md5=8ee6c3cbc8f21c04f733f3f8ab16eec0","Department ""Building materials and technologies"" of Emperor Alexander I Petersburg State Transport University, Moskovsky pr. 9, Saint-Petersburg, 190031, Russian Federation; Department ""Bridges""of Emperor Alexander I Petersburg State TransportUniversity, Moskovsky pr. 9, Saint-Petersburg, 190031, Russian Federation","Kazanskaya, L., Department ""Building materials and technologies"" of Emperor Alexander I Petersburg State Transport University, Moskovsky pr. 9, Saint-Petersburg, 190031, Russian Federation; Sobor, V., Department ""Bridges""of Emperor Alexander I Petersburg State TransportUniversity, Moskovsky pr. 9, Saint-Petersburg, 190031, Russian Federation","Historical stages in the development of world bridge construction are considered. The problem is noted in the preservation of historical railway bridges in Russia. These bridges are objects of architectural heritage and elements of the state transport system so the growth of cargo turnover, increasing loads on structures, increasing requirements for transport safety is observed. Historical and logical research methods are used in the paper. They include the justification of truth and analysis in the evolutionary development of bridge construction. The analysis of evolutionary changes in regulatory requirements for the construction of bridges in Russia is carried out in the paper. The reasons of defects formation of supports of the operated railway bridges are opened. The target state program should be created. The methodology should be developed to protect historic railway bridges. © 2019 NIRD URBAN-INCERC. All rights reserved.","Architecture; Bridge construction materials; Defects; Objects of architectural heritage; Railway historical bridges",,,,,,,,,,,,,,,,,"Aïtcin, P., Mindess, S., Langley, W., The Confederation Bridge (2016) Marine Concrete Structures, pp. 199-214. , Woodhead Publishing; Appleton, J., History of arch bridges in Portugal (2019) International Conference on Arch Bridges, pp. 31-50. , Springer, Cham; Yu, B., Smirnova, O., Influence of acceptable defects on decrease of reliability level of reinforced concrete structures (2018) International Journal of Civil Engineering and Technology, 9 (11), pp. 2999-3005; Bogdanov, G., (2016) Augustin Betancourt and the Formation of the School of Domestic Bridge Construction, p. 368. , St. Petersburg:PGUPS; Bogdanov, G., Arachno, V., Neva got dressed in granite, bridges hung over the waters. (2009) 200th Anniversary of the St. Petersburg State University of Railways 1809-2009 and the 125th Anniversary of the Department, p. 174. , to the Bridges"" PGUPS, St. Petersburg; Calvi, G., Moratti, M., O'Reilly, G., Scattarreggia, N., Monteiro, R., Malomo, D., Calvi, P., Pinho, R., Once upon a time in Italy: The tale of the Morandi Bridge (2019) Structural Engineering International, 29 (2), pp. 198-217; Colajanni, P., Recupero, A., Ricciardi, G., Spinella, N., Failure by corrosion in PC bridges: A case history of a viaduct in Italy (2016) International Journal of Structural Integrity, 7 (2), pp. 181-193; Dai, G., Ge, H., Su, M., Chen, Y., Century-old covered bridge with cantilever beams in China (2017) Structural Engineering International, 27 (2), pp. 255-262; Diachenko, L., Benin, A., Smirnov, V., Diachenko, A., Rating of dynamic coefficient for simple beam bridge design on high-speed railways (2018) Civil and Environmental Engineering, 14 (1), pp. 37-43; Gerstner, F., On the benefits of building a railway from St. (1836) Petersburg to Tsarskoye Selo and Pavlovsk. Imperial Academy of Sciences, p. 74. , Saint-Petersburg; Heravi, A., Smirnova, O., Mechtcherine, V., Effect of strain rate and fiber type on tensile behavior of high-strength strain-hardening cement-based composites (HS-SHCC) (2018) RILEM Bookseries, 15, pp. 266-274; Indeykin, A.V., Chizhov, S.V., Shestakova, E.B., Antonyuk, A.A., Kulagin, N.I., Smirnov, V.N., Golitsynsky, D.M., Approximated methods of estimation of the reliability of framed railway structures of railway bridges (2017) Magazine of Civil Engineering, 75 (7), pp. 150-160; Kazanskaya, L., Yu, B., Methods of assessing the strength of masonry to ensure the reliability of reconstructed structures (2019) International Journal of Innovative Technology and Exploring Engineering, 8 (10), pp. 3435-3439; Kazanskaya, L., Smirnova, O., Supersulphated cements with technogenic raw materials (2018) International Journal of Civil Engineering and Technology, 9 (11), pp. 3006-3012; Kharitonov, A., Belentsov, Y., Matveeva, L., Shangina, N., Brickwork structure influence on reliability of structures being constructed (2017) IOP Conf. Series: Earth and Environmental Science, 90 (1), p. 012086; Kharitonov, A., Korobkova, M., Smirnova, O., The influence of low-hard dispersed additives on impact strength of concrete (2015) Procedia Engineering, 108, pp. 239-244; Kharitonov, A., Ryabova, A., Yu, P., Modified GFRC for durable underground construction (2016) Procedia Engineering, 165, pp. 1152-1161; Kraskovsky, E., Uzdin, M., (1994) History of Railway Transport in Russia 1836-1917, p. 335. , Thom.1. Saint-Petersburg; Krejsa, J., Sýkora, M., Drahorád, M., Probabilistic assessment of historic reinforced concrete bridge (2016) Applied Mechanics and Materials, 821, pp. 767-773; Lantsoght, E., van der Veen, C., de Boer, A., Hordijk, D., State-of-the-art on load testing of concrete bridges (2017) Engineering Structures, 150, pp. 231-241; Mosleh, A., Varum, H., A methodology for determining the seismic vulnerability of old concrete highway bridges by using fragility curves (2015) Journal of Structural Engineering and Geo-Techniques, 5 (1), pp. 1-7; Natário, F., Ruiz, M., Muttoni, A., Experimental investigation on fatigue of concrete cantilever bridge deck slabs subjected to concentrated loads (2015) Engineering Structures, 89, pp. 191-203; Ryabova, A., Kharitonov, A., Matveeva, L., Shangina, N., Yu, B., Research on long-term strength of glass-fiber reinforced concrete (2017) Energy Management of Municipal Transportation Facilities and Transport, pp. 640-646. , Murgul Popovic Z. eds Springer, Cham; Shaybadullina, A., Yu, G., Smirnova, O., Decorative coating based on composite cement-silicate matrix (2018) Solid State Phenomena, 276, pp. 122-127; Siekierski, W., Analysis of deck slab of reinforced concrete gerber-girder bridge widened by addition of continuous steel-concrete composite girders (2019) The Baltic Journal of Road and Bridge Engineering, 14 (2), pp. 271-284; Smirnov, V., Shestakova, E., Chizhov, S., Antonyuk, A., Lediaev, L., Indeykin, I., Evtukov, E., Dynamic interaction of high-speed trains with span structures and flexible support (2017) Magazine of Civil Engineering, 76 (8), pp. 115-129; Smirnova, O., Technology of increase of nanoscale pores volume in protective cement matrix (2018) International Journal of Civil Engineering and Technology, 9 (10), pp. 1991-2000; Smirnova, O., Evaluation of superplasticizer effect in mineral disperse systems based on quarry dust (2018) International Journal of Civil Engineering and Technology, 9 (8), pp. 1733-1740; Smirnova, O., Rheologically active microfillers for precast concrete (2018) International Journal of Civil Engineering and Technology, 9 (8), pp. 1724-1732; Smirnova, O., Development of Classification of Rheologically Active Microfillers for Disperse Systems with Portland Cement and Super plasticizer (2018) International Journal of Civil Engineering and Technology, 9 (10), pp. 1966-1973; Smirnova, O., Yu, B., Kharitonov, A., Influence of polyolefin fibers on the strength and deformability properties of road pavement concrete (2019) Journal of Traffic and Transportation Engineering, 6 (4), pp. 407-417. , English Edition; Sobor, V., Belyj, A., Augustine Betancourt's contribution to the theory and practice of Russian and world bridge construction (2018) Proceedings of the International Scientific-Practical Conference of PGUPS “Augustine Betancourt from Tradition to the Future of Engineering Education, pp. 196-200. , St. Petersburg; Sotnikov, E., (1994) Railways of the World from XIX to XXI Century, p. 200. , Moscow:Transport; Steenbergen, R., Sýkora, M., Diamantidis, D., Holický, M., Vrouwenvelder, T., Economic and human safety reliability levels for existing structures (2015) Structural Concrete, 16 (3), pp. 323-332; Tong, T., Liu, Z., Zhang, J., Yu, Q., Long-term performance of prestressed concrete bridges under the intertwined effects of concrete damage, static creep and traffic-induced cyclic creep (2016) Engineering Structures, 127, pp. 510-524; Zolotnitsky, I., (1882) Тhe Tsarskoye Selo Road, p. 238. , Tipolithography D.I. Semykina. St. Petersburg",,,,"NIRD URBAN-INCERC",,,,,20690509,,,,"English","Urban. Archit. Constr.",Article,"Final","",Scopus,2-s2.0-85079268289
"Carro-López D., Fernandez I., Williams N.","24449185800;57217151994;57211567154;","An old bridge transformed into a new one: Possible, recommendable?",2019,"20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report",,,,"951","956",,1,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85074451731&partnerID=40&md5=ae7a002f4ea96b033517c0723011c89f","Universidade da Coruña A, Coruña, Spain; Chalmers University of Technology, Göteborg, Sweden; RISE Research Institutes of Sweden, Borås, Sweden","Carro-López, D., Universidade da Coruña A, Coruña, Spain; Fernandez, I., Chalmers University of Technology, Göteborg, Sweden; Williams, N., RISE Research Institutes of Sweden, Borås, Sweden","There is an extensive network of reinforced concrete bridges that give service to roads, highways and railways. These structures where constructed with quality standards of the past, and they suffer of severe problems. Now we consider the idea of substituting them with structural elements with much longer service life. However, there is an important question to be addressed in this area: what to do with the existing infrastructure that would be demolished. Even more if we consider environmental issues. One good example of this recurrent problem could be found in the case of the Gullspång bridge (Sweden). It was constructed in 1935 and it was severely damaged with corrosion. The administration decided in the 2016 that no further repair would be done and that the bridge would be demolished and a new erected in substitution. A fraction of the concrete from the old bridge was crushed and processed to produce new aggregate. With this aggregate, using the coarse fraction, it was analyzed the structural effect of replacing natural aggregates with these recycled aggregates. The performance of the new structural elements was positive, and it seems that a high percentage of the natural aggregates could be replaced with recycled ones. © 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report. All rights reserved.","Beam; Concrete; Recycled aggregates; Recycling; Reinforced concrete","Concrete aggregates; Concrete beams and girders; Concretes; Corrosion; Railroad transportation; Recycling; Reinforced concrete; Beam; Coarse fractions; Environmental issues; Natural aggregate; Quality standard; Recycled aggregates; Structural effect; Structural elements; Aggregates",,,,,,,,,,,,,,,,"Tam, V.W.Y., Soomro, M., Evangelista, A.C.J., A review of recycled aggregate in concrete applications (2000-2017) (2018) Constr. Build. Mater., 172, pp. 272-292; Commission, E., (2008) Directive 2008/98/EC on Waste (Waste Framework Directive), , Europe; (2008) EHE-08 Regulation of Structural Concrete (In Spanish), , http://www.fomento.gob.es/MFOM/LANG_CASTELLANO/ORGANOS_COLEGIADOS/CPH/instrucciones/EHE_es/, Spain: 704; Verian, K.P., Ashraf, W., Cao, Y., Properties of recycled concrete aggregate and their influence in new concrete production (2018) Resour. Conserv. Recycl., 133, pp. 30-49. , February; (2011) Composition, Specifications and Conformity Criteria for Common Cements, p. 30. , AENOR, EN 197-1 Cement; Carro-López, D., González-Fonteboa, B., De Brito, J., Martínez-Abella, F., González-Taboada, I., Silva, P., Study of the rheology of self-compacting concrete with fine recycled concrete aggregates (2015) Constr. Build. Mater., 96, pp. 491-501. , Oct; Carro-López, D., González-Fonteboa, B., Martínez-Abella, F., González-Taboada, I., De Brito, J., Varela-Puga, F., More, S., Proportioning, fresh-state properties and rheology of self-compacting concrete with fine recycled aggregates (2018) Hormigón y Acero, 69 (286), pp. 213-221; Xuan, D., Zhan, B., Poon, C.S., Durability of recycled aggregate concrete prepared with carbonated recycled concrete aggregates (2017) Cem. Concr. Compos., 84, pp. 214-221; Fernandez, I., Etxeberria, M., Marí, A.R., Ultimate bond strength assessment of uncorroded and corroded reinforced recycled aggregate concretes (2016) Constr. Build. Mater., 111, pp. 543-555","Carro-López, D.; Universidade da Coruña ASpain; email: diego.carro@udc.es",,"Allplan (Gala);et al.;Hardesty and Hanover;Silman;Wiss, Janney, Elstner Associates, Inc.;WSP","International Association for Bridge and Structural Engineering (IABSE)","20th IABSE Congress, New York City 2019: The Evolving Metropolis","4 September 2019 through 6 September 2019",,152767,,9783857481659,,,"English","Congr. IABSE, New York City: Evol. Metropolis - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85074451731
"Rakoczy A.M., Otter D.","55236709600;7003759326;","Can 100-year-old steel railroad bridges continue to be used in service?",2019,"20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report",,,,"1378","1382",,1,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85074451324&partnerID=40&md5=28f7718331358b9acdacef957e0fa61c","Transportation Technology Center, Inc. (TTCI), Pueblo, CO, United States","Rakoczy, A.M., Transportation Technology Center, Inc. (TTCI), Pueblo, CO, United States; Otter, D., Transportation Technology Center, Inc. (TTCI), Pueblo, CO, United States","More than 50 percent of steel deck plate girder railway bridges in North America exceed 100 years in service. This includes more than 14,000 spans with a total length of 145 miles that remain in service. The oldest bridges are close to 150 years old. For these aging structures, there is a special need to develop reliable procedures to evaluate their fitness for continued service. Simplified calculations and conservative assumptions often lead to spurious outcomes that indicate older structures ceased to be functional decades ago. Even if a steel bridge reaches its estimated fatigue life, the structure might be fit for future service and perhaps for a significant period of time. Fitness for service assessments that utilize probabilistic methods, and that are informed by and consistent with detailed physical inspections of the structures, provide a more accurate assessment of the fitness and expected life of bridges. In this paper, a probabilistic method is demonstrated on three, riveted deck plate girder spans that exceed 100 years of service. The spans are currently located at the Facility for Accelerated Service Testing. © 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report. All rights reserved.","Fatigue life; Probabilistic method; Railway bridges; Remaining life; Riveted deck plate girders; Steel bridge","Beams and girders; Health; Plates (structural components); Railroad bridges; Railroad transportation; Railroads; Steel bridges; Aging structures; Deck plates; Fitness-for-service assessment; Physical inspection; Probabilistic methods; Railway bridges; Remaining life; Simplified calculations; Fatigue of materials",,,,,"Association of American Railroads, AAR","This research is sponsored by the Association of American Railroads.",,,,,,,,,,"(2018) Manual for Railway Engineering AREMA, , American Railway Engineering and Maintenance of Way Association, Chapter 15 - Steel Structures, Lanham, Maryland; Otter, D., Rakoczy, A.M., Dick, S., (2016) Fatigue Life and Fitness-for-Service Analysis: 32-Foot Steel Deck Plate Girder Bridge Span at FAST, , Technology Digest TD-16-025, AAR/TTCI, Pueblo CO, USA; Bowman, M.D., Fu, G., Zhou, E.Y., Connor, R.J., Godbole, A.A., Fatigue evaluation of steel bridges (2012) NCHRP Report 721, , Transportation Research Board, Washington D.C., USA; Rakoczy, A.M., Otter, D., Dick, S., (2018) Railroad Bridge Fatigue Life Estimation Using the Probabilistic Method and New Fatigue Resistance for Riveted Details, , TTCI/AAR Report R-1027; (2005) Design of Steel Structures, Part 1-9, , Comité Européen de Normalisation, EN 1993-1-9, Fatigue, European Committee for Standardization; Fisher, J.W., Kulak, G.L., Smith, I.F.C., (1998) A Fatigue Primer for Structural Engineers, , National Steel Bridge Alliance, USA; Rakoczy, A.M., Nowak, A.S., Dick, S., Fatigue reliability model for steel railway bridges (2016) Structure and Infrastructure Engineering, pp. 1-12. , 2016","Rakoczy, A.M.; Transportation Technology Center, United States; email: anna_rakoczy@aar.com",,"Allplan (Gala);et al.;Hardesty and Hanover;Silman;Wiss, Janney, Elstner Associates, Inc.;WSP","International Association for Bridge and Structural Engineering (IABSE)","20th IABSE Congress, New York City 2019: The Evolving Metropolis","4 September 2019 through 6 September 2019",,152767,,9783857481659,,,"English","Congr. IABSE, New York City: Evol. Metropolis - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85074451324
"Mouhoubi K., Bodnar J.L., Vallet J.M., Detalle V.","54894546700;7006711022;15758479800;6602239527;","Follow-up of restoration of works of art of the patrimony by infrared thermography",2019,"Proceedings of SPIE - The International Society for Optical Engineering","11058",,"110581E","","",,1,"10.1117/12.2525692","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85072631072&doi=10.1117%2f12.2525692&partnerID=40&md5=4a3e6de0e6d78c0890e793dc1e15338a","GRESPI / CATHERM, UFR Sciences Exactes et Naturelles, BP 1039, Reims Cedex 02, 51687, France; Centre Interdisciplinaire de Conservation et Restauration du Patrimoine (CICRP), 21 rue Guibal, Marseille, 13003, France; C2RMF, Palais du Louvre, Porte des Lions, 14, quai François Mitterrand, Paris, 75001, France","Mouhoubi, K., GRESPI / CATHERM, UFR Sciences Exactes et Naturelles, BP 1039, Reims Cedex 02, 51687, France; Bodnar, J.L., GRESPI / CATHERM, UFR Sciences Exactes et Naturelles, BP 1039, Reims Cedex 02, 51687, France; Vallet, J.M., Centre Interdisciplinaire de Conservation et Restauration du Patrimoine (CICRP), 21 rue Guibal, Marseille, 13003, France; Detalle, V., C2RMF, Palais du Louvre, Porte des Lions, 14, quai François Mitterrand, Paris, 75001, France","Infrared thermography is a non-destructive testing technique that affects many areas. This technique of analysis is, for example, very interesting in the field of restoration and conservation of heritage works. The possibilities of active thermography can help in the early detection of defects in works of art and their characterization. In this work we will demonstrate that it is possible to detect old restorations in frescoes and murals by flash method. This new possibility offered by thermography will make it possible, for example, to verify the compatibility of a restoration with the original work, which can prevent the appearance of a defect and may allow the conservator to follow up on restoration. First we will show the feasibility of this approach on a laboratory specimen containing different types of clogging materials and then present results of analysis carried out in situ at one restoration sites that reveal the possibility of locating these restorations but also to characterize the pictorial technique used in this one. © 2019 SPIE.","Cultural heritage; Fresco; Non-destructive testing; Thermography","Bridge decks; Defects; History; Nondestructive examination; Thermography (imaging); Thermography (temperature measurement); Active thermography; Cultural heritages; Detection of defects; Flash method; Fresco; Non destructive testing; Restoration sites; Works of art; Restoration",,,,,,,,,,,,,,,,"Bodnar, J.-L., Crack detection by stimulated infrared thermography (2014) Eur. Phys. J. Appl. Phys., 65 (3), p. 31001; Bodnar, J.L., Candore, J.C., Nicolas, J.L., Szatanik, G., Detalle, V., Vallet, J.M., Stimulated infrared thermography applied to help restoring mural paintings (2012) NDT E Int, 49, pp. 40-46; Bodnar, J.L., Nicolas, J.L., Mouhoubi, K., Candore, J.C., Detalle, V., Characterization of an inclusion of plastazote located in an academic fresco by photothermal thermography (2013) Int. J. Thermophys., 34 (8-9), pp. 1633-1637; Bodnar, J.L., Mouhoubi, K., Szatanik-Perrier, G., Vallet, J.M., Detalle, V., Photothermal thermography applied to the non-destructive testing of different types of works of art (2012) Int. J. Thermophys., 33 (10-11), pp. 1996-2000; Candoré, J.-C., Bodnar, J.-L., Depasse, F., Detalle, V., Grossel, P., Approach of the characterization of delamination in mural paintings (2009) EJ Non-Destr Test, p. 9; Carslaw, H.S., Jaeger, J.C., (1959) Heat Conduction in Solids, p. 75. , Oxford University Press, Oxford; Shepard, S.M., Wang, D., Lhota, J.R., Rubadeux, B.A., Ahmed, T., (2002) Reconstruction and Enhancement of Thermographic Sequence Data, 4704, pp. 74-77; Madruga, F.J., Ibarra-Castanedo, C., Conde, O.M., Lopez-Higuera, J.M., Maldague, X.P., Automatic data processing based on the skewness statistic parameter for subsurface defect detection by active infrared thermography (2008) Proc. QIRT, 9; Madruga, F.J., Ibarra-Castanedo, C., Conde, O.M., Maldague, X.P., López-Higuera, J.M., Enhanced contrast detection of subsurface defects by pulsed infrared thermography based on the fourth order statistic moment, kurtosis (2009) SPIE Defense, Security, and Sensing, p. 72990U; Madruga, F.J., Ibarra-Castanedo, C., Conde, O.M., López-Higuera, J.M., Maldague, X., Infrared thermography processing based on higher-order statistics (2010) NDT E Int, 43 (8), pp. 661-666. , nov","Mouhoubi, K.; GRESPI / CATHERM, BP 1039, France; email: kmouhoubi@gmail.com","Liang H.Groves R.Targowski P.","The Society of Photo-Optical Instrumentation Engineers (SPIE)","SPIE","Optics for Arts, Architecture, and Archaeology VII 2019","24 June 2019 through 26 June 2019",,151667,0277786X,9781510627956,PSISD,,"English","Proc SPIE Int Soc Opt Eng",Conference Paper,"Final","",Scopus,2-s2.0-85072631072
"Toshikj M., Zsembery Á.","57211041512;24473994900;","The “other side” of architectural reconstruction: Professional, social and political questions in architectural reconstruction by the example of old bridge in mostar",2019,"Epites-Epiteszettudomany","47","3-4",,"361","382",,1,"10.1556/096.2019.004","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85072383778&doi=10.1556%2f096.2019.004&partnerID=40&md5=15d13b85f2068a35cb269b91ac020381","Department of History of Architecture and Monument Preservation, BUTE II. 82, Muegyetem rkp. 3, Budapest, H-1111, Hungary","Toshikj, M., Department of History of Architecture and Monument Preservation, BUTE II. 82, Muegyetem rkp. 3, Budapest, H-1111, Hungary; Zsembery, Á., Department of History of Architecture and Monument Preservation, BUTE II. 82, Muegyetem rkp. 3, Budapest, H-1111, Hungary","Focusing on architectural reconstructions after armed conflicts1 in the area of the former Yugoslav republics2, we would like to present the “other side” of the reconstruction by the example of the Old Bridge in Mostar; or rather, what is determinative in this special area of monumental preservation over the professional consideration: the social and political aspects. These aspects will be dealt with in more detail by examining the overall post-conflict reconstruction situation of cultural heritage in Bosnia and Herzegovina, involving diverse opinions from experts and international assistance. This article re-examines, among others, the prosperity of the recovery indicating an authenticity question, posed as: “how far can an authentic experience be recreated or conjured through the simulation of an absent original monument?”3 We evaluate the process and stages of the reconstruction of the Old Bridge in a spirit of “identical” restoration, by understanding its structure and rebuilding in identical shape and dimension, using original materials and construction techniques, based on archival documents. The judgement of the architectural reconstruction or rebuilding also depends on multiple aspects: the recognition and assertion of the hierarchy of values - material or physical, as well as intangible or immaterial. Delayed in the process, by nearly a decade due to the political and economic situation, it is important to evaluate several problems that occur, emphasizing in turn: the question of the original form, original spaces in the mirror of the history that formed in another way. This side raises ethical and moral questions as well. The approach and judgement of the architectural reconstruction is also different in the republics of the former Yugoslavia after the recent armed conflict. Seeing the diverseness in the social and political background the question arises whether the new reconstruction is another layer in the “stratigraphy” of the monument or it is the lockup of the past? © 2019 The Author(s)","Architectural reconstruction; Armed conflict; Authenticity; Cultural heritage; Old Bridge",,,,,,,,,,,,,,,,,"Appelbom Karsten, I., Reconstruction of historic monuments in Poland after the second world war - The case of Warsaw (2018) Authentic Reconstruction, Authenticity, Architecture and the Built Heritage, pp. 47-68. , A. Karsten 2018 John Bold - Peter Larkham - Robert Pickerd eds: Bloomsbury Academic, London; Ascherson, N., Cultural destruction by war and its impact on group identities Cultural Heritage in Postwar Recovery. Papers from the ICCROM FORUM Held on October 4-6, 2005, 6, pp. 17-25. , Ascherson 2005 Nicholas Stanley-Price ed: ICCROM Conservation Studies ICCROM, Rome; The athens charter for the restoration of historic monuments (1931) ICOMOS, , http://www.icomos.org/en/charters-and-texts/179-articles-en-francais/ressources/charters-and-standards/167-the-athens-charter-for-the-restoration-of-historic-monuments, Athens Charter 1931 - Accessed 10 January 2019; Barakat, S., Postwar reconstruction and the recovery of cultural heritage: Critical lessons from the last fifteen years Cultural Heritage in Postwar Recovery. Papers from the ICCROM FORUM Held on October 4-6, 2005, 6, pp. 26-40. , Barakat 2005 Nicholas Stanley-Price ed: ICCROM Conservation Studies ICCROM, Rome; Bold, J., Introduction: Reconstruction: The built heritage following war and natural disaster (2018) Authentic Reconstruction, Authenticity, Architecture and the Built Heritage, pp. 1-25. , Bold 2018 John Bold - Peter Larkham - Robert Pickerd eds: Bloomsbury Academic, London; Bold, J., Larkham, P., Pickerd, R., (2018) Authentic Reconstruction, Authenticity, Architecture and the Built Heritage, , Bold-Larkham-Pickerd 2018 - - eds: Bloomsbury Academic, London; Brosché, J., Legnér, M., Kreutz, J., Ijla, A., Heritage under attack: Motives for targeting cultural property during armed conflict (2017) International Journal of Heritage Studies, 23 (3), pp. 248-260. , https://www.pcr.uu.se/digitalAssets/.../348208_1brosch-et-al-2016, Brosché et al. 2016 - - - Accessed 4 January 2019; Cameron, C., Reconstruction: Changing attitudes (2017) The UNESCO Courier, 2, pp. 56-59. , https://en.unesco.org/courier/julyseptember-2017/reconstruction-changing-attitudes, Cameron 2017 Accessed 4 January 2019; Čolak, I., Kratki prikaz revitalizacije lokaliteta starog mosta (2013) E-Zbonik: Electronic Collection of Papers of the Faculty of Civil Engineering, 5, pp. 24-32. , Čolak 2013; Colak, I., The reconstruction of the old bridge in Mostar (2016) Chapter 14 in DAAAM International Scientific Book 2016, pp. 151-162. , Colak 2016 B. Katalinic ed: DAAAM International, Vienna; Čelic, D., Mujezinovic, M., (1998) StarimostoviuBosniiHercegovini, , Čelic-Mujezinovic 1998 - Sarajevo Publishing; Chandler, D., (2000) Bosnia - Second Edition: Faking Democracy after Dayton, , Chandler 2000 Pluto Press, London; (2000) Principles for Conservation and Restoration of Built Heritage, , smartheritage.com/wp-content/.../KRAKOV-CHARTER-2000.pdf, Charter of Krakow 2000 Krakow. Accessed 14 January 2019; Rehabilitation Design of the Old Bridge in Mostar, , http://www.mostarbridge.org/starimost/00_main/team/team_obj.htm, General Engineering Work Group Stari Most. Accessed 10 January 2019; Hadzimuhamedovic, A., Reconstruction of the old bridge in Mostar (2018) World Heritage, 86, pp. 20-26. , https://unesdoc.unesco.org/ark:/48223/pf0000261514, Hadzimuhamedovic 2018 Accessed 10 January 2019; Han, J., The Bamiyan Buddhas: Issues of reconstruction (2018) World Heritage, 86, pp. 41-45. , https://unesdoc.unesco.org/ark:/48223/pf0000261514, Han 2018 Accessed 10 January 2019; Romeo, M., General Engineering Introduces the Architectural Design of Arch, , http://www.mostarbridge.org/starimost/00_main/interview/interview.htm, Interview with M. Romeo Architectural Design Leader) - General Engineering Workgroup. Accessed 10 January 2019; Jokilehto, J., Considerations on authenticity and integrity in world heritage context (2006) City & Time, 2 (1), p. 1. , http://www.ct.ceci-br.org, Jokilehto 2006 Accessed 10 January 2019; Jokilehto, J., Cameron, C., Parent, M., Petzet, M., (2008) The World Heritage List. What is OUV? Defining the Outstanding Universal Value of Cultural World Heritage Properties, , Jokilehto et al. 2008 - - - Hendrik Bässler Verlag, Berlin; Katanic, N., Nastavak ispitavanje I proucavanje starih kamenih mostova u Hrvatskoj, Sloveniji i Hercegovini (1964) Zbornik Zastite Spomenika Culture, 15, pp. 105-114. , Katanic 1964; Katanic, N., Ispitavanje I proucavanje starih kamenih mostova I ak-vadukta u Jugoslaviji (1970) Zbornik Zastite Spomenika Culture, 20 (21), pp. 93-98. , Katanic 1970; Khalaf, R.W., A viewpoint on the reconstruction of destroyed UNESCO Cultural world heritage sites (2017) International Journal of Heritage Studies, 23 (3), pp. 261-274. , Khalaf 2017; Kostadinova, T., International aid to the reconstruction of cultural heritage in southeast Europe: A Peace-building Model? (2013) Jean Monnet Papers on Political Economy, 2, pp. 1-20. , https://jmonneteuldcs.files.wordpress.com/2013/11/kostadinova.pdf, Kostadinova 2013 Accessed 10 January 2019; Kreimer, A., Muscat, R., Ann, E., Arnold, M., (2000) Bosnia and Herzegovina: Post-Conflict Reconstruction, Country Case Study Series, , Kreimer et al. 2000 - - - The World Bank, Washington D.C; (1994) ICOMOS 1994: The Nara Document on Authenticity, , https://www.icomos.org/charters/nara-e.pdf, Nara Document 1994 Accessed 10 January 2019; (2005), https://whc.unesco.org/uploads/nominations/946rev.pdf, Nomination for Inscription 2005 Nomination for Inscription on the World Heritage List 15th July The Old Bridge Area of the Old City of Mostar. Excerpt from the Decisions of the 29th Session of the World Heritage Committee, January 2005. Accessed 10 January 2019; Orlando, M., Spinelli, P., Vignoli, A., Structural analysis for the reconstruction design of the old bridge of Mostar (2003) Structural Studies, Repairs, and Maintenance of Heritage Architecture VIII, 66, pp. 617-626. , Orlando-Spinelli-Vignoli 2003 - - Edr Brebbia, WIT-Press; Pekovic, Z., Reconstructing the original scaffold used in building stari most (old bridge) in mostar (2006) Prostor, 14 (2), pp. 158-165. , http://www.academia.edu/28738002/Reconstructing_the_Original_Scafold_Used_in_Building_Stari_most_Old_Bridge_in_Mostar_Prijedlog_rekonstrukcije_izvorne_skele_Starog_mosta_u_Mostaru, Pekovic 2006 32, Accessed 10 January 2019; Popovac, M., Reconstruction of the old bridge of mostar (2006) Acta Polytechnica, 46 (2), pp. 50-59. , https://ojs.cvut.cz/ojs/index.php/ap/article/download/824/656, Popovac 2006 Czech Technical University Publishing House, Prague 2006. Accessed 10 January 2019; Popovac, M., Materials and techniques in old bridge of mostar reconstruction (2011) The Proceedings of the 15th International Research/Expert Conference “Trends in the Development of Machinery and Associated Technology, pp. 149-152. , Popovac 2011 Paper TMT Prague; Radnic, J., Harapin, A., Smilovic, M., Grgic, N., Glibic, M., Staticka i dinamicka analiza starog kamenog mosta u Mostaru (2012) GRAĐEVINAR, 64 (8), pp. 655-665. , https://hrcak.srce.hr/file/128605, Radnic et al. 2012 - - - - Accessed 10 January 2019; Radulovic, A., The Question of Authenticity in Recoveries in Post-conflict Zones (2015) Proceedings of the II International Conference on Best Practices in World Heritage: People and Communities, pp. 280-296. , https://eprints.ucm.es/34899/1/ActasMenorca15.pdf, Radulovic 2015 Accessed 10 January 2019; Béla, R., Miért szép? Képek és gondolatok hidakról, tájakon és városok-ban (1993) Építés- Építészettudomány, 23, pp. 3-4. , Roller 1992-1993 1992- 309-320; Stanley-Price, N., The thread of continuity: Cultural heritage in post-war recovery (2005) Cultural Heritage in Postwar Recovery. Papers from the ICCROM FORUM Held on October 4-6, 6, pp. 1-16. , Stanley-Price 2005 Nicholas Stanley-Price ed: ICCROM Conservation Studies ICCROM, Rome; Tabet, J., Reconstruction in the age of globalization (2018) World Heritage, 86, pp. 8-14. , https://unesdoc.unesco.org/ark:/48223/pf0000261514, Tabet 2018 Accessed 10 January 2019; (2005) Advisory Body Evaluation, (946), p. 181. , https://whc.unesco.org/document/154662, UNESCO 2005 Mostar (Bosnia and Herzegovina) rev Accessed 10 January 2019; The Operational Guidelines for the Implementation of the World Heritage Convention, , https://whc.unesco.org/archive/opguide12-en.pdf, UNESCO 2012 Accessed 10 January 2019; (1964) Venice Charter ICOMOS International Charter for the Conservation and Restoration of Monuments and Sites, , https://www.icomos.org/charters/venice_e.pdf, Venice Charter 1964 Accessed 10 January 2019; Zderic, Z., Radic, J., Kindij, A., Mostar old bridge rehabilitation (2007) Proceedings of ARCH'07 - The 5th International Conference on Arch Bridges 12-14 September, pp. 695-703. , www.hms.civil.uminho.pt/events/arch2007/709_718.pdf, Zderic-Radic-Kindij 2007 - - Accessed 10 January 2019","Toshikj, M.; Department of History of Architecture and Monument Preservation, BUTE II. 82, Muegyetem rkp. 3, Hungary; email: majatoshikj@gmail.com",,,"Akademiai Kiado Rt.",,,,,00139661,,,,"English","Epites-Epiteszettudomany",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85072383778
"Koteš P., Vičan J., Prokop J.","6505747528;6506530681;57195241856;","Change of load-carrying capacity of real bridge structure due to modified reliability levels and planned remaining lifetime",2019,"IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report",,,,"377","384",,1,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065261406&partnerID=40&md5=be79e89afc46302f1d06404173bbb3af","University of Žilina, Žilina, Slovakia","Koteš, P., University of Žilina, Žilina, Slovakia; Vičan, J., University of Žilina, Žilina, Slovakia; Prokop, J., University of Žilina, Žilina, Slovakia","The paper is focused on diagnostic and calculation of load-carrying capacity of bridge object in village Vitanova, Slovakia. The bridge is on the road II/520 connecting town Trstenná and village Suchá Hora near border with Poland and bypass the river Oravica. The bridge object was built in 1957, so, it was 60 years old bridge in time of calculation in 2017. It is reinforced concrete slab bridge of two single spans. In 2016, the Department of Structures and Bridges, the Faculty of Civil Engineering, University of Žilina, was asked to carry out the construction and technical survey and diagnostic of above mentioned bridge. The visual inspection, diagnostic, verifying real dimensions and material characteristics were requested. In 2017, the calculation of load-carrying capacity was done. For determining the load-carrying capacity, the standard approach given in Eurocodes was used. As an alternative, the modified (lower) reliability levels and their adequate partial safety factors according to Eurocodes were used. © 2019 IABSE. All rights reserved.","Bridge; Concrete; Diagnostic; Load-carrying capacity; Partial safety factors; Reliability levels","Asset management; Codes (standards); Concrete slabs; Concretes; Environmental management; Load limits; Loads (forces); Reinforced concrete; Reliability; Rural areas; Bridge structures; Diagnostic; Eurocodes; Material characteristics; Partial safety factor; Reliability level; Slovakia; Visual inspection; Bridges",,,,,"European Cooperation in Science and Technology, COST: TU1406; Agentúra na Podporu Výskumu a Vývoja, APVV: APVV-14-0772, DS-2016-0039","This research is supported by the Slovak Research and Development Agency under contract No. APVV-14-0772, and by Research Project No. 1/0413/18 of Slovak Grant Agency and also by the project DS-2016-0039 in frame of bilateral cooperation and in frame of project COST TU1406.","From the results follow that the load ?carrying APVV ? ? ? ? ? ? ? ? ? and by Research Project No ? capacities are higher if the modified reliability ?????????ofSlovakGrantAgencyandalsobythe levels are considered ? which take into account project DS ? ? ? ? ? ? ? ? ? ? in frame of bilateral plannedshorterremaininglifetime?Moreover?itis cooperationandinframeofproject COSTTU????? possibletoseethat theload?carryingcapacitiesare increasingmutuallywithshorteningtheremaining R? eferences lifetime ? The increase is from ? ? ? ? A? ?for planned remaining lifetime higher than ?? years? to ??考??ŽProkopJ?Reconstructionofreinforcedbridge",,,,,,,,,"Prokop, J., (2005) Reconstruction of Reinforced Bridge Object over River Oravica in Village Vitanová, , Diploma work, Edis Žilina, Slovak; (2016) The Laod-Carrying Capacity of Bridges on Roads and Foot-Bridges, , Technical provision TP 02/2016: Technical provisions, MDPaT SR; Slovak; (2006) STN EN 1990/A1 Eurocode: Basis of Structural Design. Amendment A1. Annex A2: Use for Bridges, , Slovak office of Standards, Metrology and Testing; Slovak; (2009) STN EN 1990 Eurocode: Basis of Structural Design, , Slovak office of Standards, Metrology and Testing; (2007) STN EN 1991-1-1 Eurocode 1: Actions on Structures. Part 1-1: General Actions. Densities, Self-Weight, Imposed Loads for Buildings, , Slovak office of Standards, Metrology and Testing; (2007) STN EN 1991-2 Eurocode 1: Actions on Structures. Part 2: Traffic Loads on Bridges, , Slovak office of Standards, Metrology and Testing; (2007) STN EN 1992-2 Eurocode 2: Design of Concrete Structures. Part 2: Concrete Bridges – Design and Detailing Rules, , Slovak office of Standards, Metrology and Testing; (2007) STN EN 1992-1-1 Eurocode 2: Design of Concrete Structures. Part 1-1: General Rules and Rules for Buildings, , Slovak office of Standards, Metrology and Testing; Koteš, P., (2012) Reliability of Existing Bridge Structures and Possibilities of Its Increasing, , Habilitation thesis, Žilina; Slovak; Koteš, P., Vičan, J., Reliability-based evaluation of existing concrete bridges in Slovakia according to Eurocodes (2014) The Fourth International Fib Congress 2014, Mumbai, „Improving Performance of Concrete Structures“, Proceedings, pp. 227-229. , Mumbai, India, © IMC-FIB; Koteš, P., Vičan, J., Recommended reliability levels for the evaluation of existing bridges according to eurocodes (2013) Structural Engineering International – International Association for Bridge and Structural Engineering (IABSE), 23 (4), pp. 411-417; Koteš, P., Prokop, J., Strieška, M., Vičan, J., Calibration of partial safety factors according to Eurocodes (2017) 26th R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering, 117. , Warsawa, Poland, MATEC Web of Conferences, art. 00088; Nowak, A.S., Calibration of LFRD bridge code (1995) Journal of Structural Engineering, pp. 1245-1251; Nowak, A.S., Grouni, H.N., Calibration of the Ontario Highway Bridge Code 1991 edition (1994) Canadian Journal of Civil Engineering, 21, pp. 25-35; Macho, M., Ryjaček, P., The impact of the severe corrosion on the structural behavior of steel bridge members (2015) Advances and Trends in Engineering Sciences and Technologies - Proceedings of the International Conference on Engineering Sciences and Technologies, ESaT 2015, pp. 23-128; Ryjaček, P., Macho, M., Stančík, V., Polák, M., The Deterioration and assessment of steel bridges. Maintenance, monitoring, safety, risk and resilience of bridges and bridge networks - (2016) Proceedings of the 8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016, pp. 1188-1195; Hollý, I., Bilčík, J., Gajdošová, K., Numerical modeling of reinforcement corrosion on bond behaviour (2016) International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, SGEM, 249, pp. 191-196; Paulík, P., Bačuvčík, M., Ševčík, P., Janotka, I., Gajdošová, K., Experimental evaluation of properties of 120 years old concretes at two concrete bridges in Slovakia (2016) International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, SGEM, 249, pp. 227-234; Kala, V., Valeš, J., Stochastic analysis of the lateral beam buckling of beams with initial imperfections (2015) Safety and Reliability of Complex Engineered Systems - Proceedings of the 25th European Safety and Reliability Conference, ESREL 2015, pp. 2547-2552; Krivy, V., Kubzova, M., Kreislova, K., Urban, V., Characterization of corrosion products on weathering steel bridges influenced by chloride deposition (2017) Metals, 7 (336). , 2017; Odrobiňák, J., Hlinka, R., Degradation of steel footbridges with neglected inspection and maintenance. (2016) Bridges in Danube Basin 2016, Procedia Engineering, 156, pp. 304-311. , Elsevier; Odrobiňák, J., Gocál, J., Jošt, J., NSS test of structural steel corrosion (2017) Roczniki Inżynierii Budowlanej Polish Academy of Science, Territorial Branch Katowice, 15, pp. 7-14; Krejsa, M., Koubova, L., Flodr, J., Protivinsky, J., Nguyen, Q.T., Probabilistic prediction of fatigue damage based on linear fracture mechanics (2017) Frattura Ed Integrita Strutturale, 11 (39), pp. 143-159. , 249; Krejsa, M., Probabilistic reliability assessment of steel structures exposed to fatigue (2013) Safety, Reliability and Risk Analysis: Beyond the Horizon - Proceedings of the European Safety and Reliability Conference, ESREL 2013, pp. 2671-2679","Koteš, P.; University of ŽilinaSlovakia; email: peter.kotes@fstav.uniza.sk",,"Allplan;Brisa;Maurer;S and P","International Association for Bridge and Structural Engineering (IABSE)","IABSE Symposium 2019 Guimaraes: Towards a Resilient Built Environment - Risk and Asset Management","27 March 2019 through 29 March 2019",,147396,,9783857481635,,,"English","IABSE Symp., Guimaraes: Towards Resilient Built Environ. Risk Asset Manag. - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85065261406
"Liu J., Yu X.","57208319347;57208321328;","Design of bridge widening algorithm based on multi-angle input image analysis",2019,"Multimedia Tools and Applications",,,,"","",,1,"10.1007/s11042-019-7300-6","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064469202&doi=10.1007%2fs11042-019-7300-6&partnerID=40&md5=aec9a757a43dac989c783949aff8c9db","GuangXi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin University of Technolog, Guilin, Guangxi  541004, China; School of Civil Engineering and Architecture, Guilin University of Technology, Guilin, Guangxi  541004, China","Liu, J., GuangXi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin University of Technolog, Guilin, Guangxi  541004, China; Yu, X., School of Civil Engineering and Architecture, Guilin University of Technology, Guilin, Guangxi  541004, China","With the development of our country’s economic construction and road and bridge construction, the bridge widening project will be presented to us more and more. How to do the old bridge widening and rebuilding work well is a topic for the bridge builders. With the development of image processing technology, this paper introduces the image analysis technology into the bridge widening application, and realizes the real time analysis of the bridge by multi-angle input image analysis technology. Then, the specific location of bridge changes can be analyzed by multi-angle input image analysis results, and the specific bridge widening processing can be made for this position. In addition, the multi-angle input image analysis method can be used to model and analyze the bridge effectively, and it can be used to analyze the real situation of the bridge effectively. In addition, it can meet the specific needs of the application of the bridge to broaden the construction. Finally, through experiments, we can see that the proposed algorithm of bridge widening based on multi-angle input image analysis can effectively improve the efficiency of bridge widening, and can reduce the cost of bridge widening. © 2019, Springer Science+Business Media, LLC, part of Springer Nature.","Bridge widening algorithm; Multi-angle input image analysis","Bridges; Image enhancement; Bridge builders; Bridge widening; Economic constructions; Image processing technology; Input image; Real time analysis; Road and bridge; Specific location; Image analysis",,,,,,,,,,,,,,,,"Abbas, H., Shaheen, S., Elhoseny, M., Singh, A.K., Alkhambashi, M., Systems Thinking for Developing Sustainable Complex Smart Cities Based on Self-Regulated Agent Systems and Fog Computing Sustainable Computing: Informatics and Systems., , https://doi.org/10.1016/j.suscom.2018.05.005, In Press; Ahmed, F.K., Batle, J., Elhoseny, M., Naseri, M., Lone, M., Fedorov, A., Alkhambashi, M., Abdel-Aty, S.H.A.M., Robust general N user authentication scheme in a centralized quantum communication network via generalized GHZ states (2018) Front Phys, 13, p. 130306. , Springer; Elhoseny, M., Tharwat, A., Farouk, A., Hassanien, A.E., K-Coverage Model based on Genetic Algorithm to extend WSN lifetime (2017) IEEE Sensors Letters, 1 (4), pp. 1-4. , IEEE; Elhoseny, M., Yuan, X., ElMinir, H.K., Riad, A.M., An energy efficient encryption method for secure dynamic WSN (2016) Security and Communication Networks, 9 (13), pp. 2024-2031. , Wiley; Hosseinabadi, A.A.R., Vahidi, J., Saemi, B., Sangaiah, A.K., Elhoseny, M., Extended Genetic Algorithm for solving open-shop scheduling problem (2018) Soft Comput, Springer., , https://doi.org/10.1007/s00500-018-3177-y; Lin, Y., Zhu, X., Zheng, Z., Dou, Z., Zhou, R., The Individual Identication method of Wireless Device Based on dimensionality reduction and Machine Learning J Supercomput, pp. 1-18. , https://doi.org/10.1007/s11227-017-2216-2; Shi, X., Zheng, Z., Zhou, Y., Jin, H., He, L., Liu, B., Hua, Q.-S., Graph Processing on GPUs: A Survey (2018) ACM Comput Surv, 50 (6), p. 35; Sonali, S.S., Singh, A.K., Ghrera, S.P., Elhoseny, M., (2018) An approach for de-noising and contrast enhancement of retinal fundus image using CLAHE, Optics & Laser Technology, , https://doi.org/10.1016/j.optlastec.2018.06.061, Available online 5 July 2018; Yao, S., Sangaiah, A.K., Zhengsparsity, Z.W.T., Estimation Matching Pursuit Algorithm Based on Restricted Isometry Property for Signal Reconstruction Futur Gener Comput Syst, , https://doi.org/10.1016/j.future.2017.09.034; Zheng, Z., Zheng, Z., Towards an Improved Heuristic Genetic Algorithm for Static Content Delivery in Cloud Storage (2017) Comput Electr Eng, , https://doi.org/10.1016/j.compeleceng.2017.06.011","Liu, J.; GuangXi Key Laboratory of Geomechanics and Geotechnical Engineering, China; email: wpca54@163.com",,,"Springer New York LLC",,,,,13807501,,MTAPF,,"English","Multimedia Tools Appl",Article,"Article in Press","",Scopus,2-s2.0-85064469202
"Fanale L., Galeota D., Pietrucci A.","36131306100;7801379320;57203570529;","Case Study: Assessment of the Load-Carrying Capacity of Multi-span Masonry Ancient Roman Arch Bridge Situated in “Campana”, Near L’Aquila City (IT)",2019,"RILEM Bookseries","18",,,"1027","1035",,1,"10.1007/978-3-319-99441-3_111","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052303171&doi=10.1007%2f978-3-319-99441-3_111&partnerID=40&md5=1b968ac0b3178a82dc2f709ab0cbd538","Masonry Research and Development Engineering, Department of Civil Engineer, University of L’Aquila, L’Aquila, Italy; Department of Civil Engineer, University of L’Aquila, L’Aquila, Italy; Masonry Research and Development Engineering, Diagnostic Retrofitting and Innovation in Material and Structure, SPIN-oFF of University of L’Aquila, L’Aquila, Italy","Fanale, L., Masonry Research and Development Engineering, Department of Civil Engineer, University of L’Aquila, L’Aquila, Italy; Galeota, D., Department of Civil Engineer, University of L’Aquila, L’Aquila, Italy; Pietrucci, A., Masonry Research and Development Engineering, Diagnostic Retrofitting and Innovation in Material and Structure, SPIN-oFF of University of L’Aquila, L’Aquila, Italy","The “Campana” Roman bridge is a masonry type structure located near L’Aquila in a small village seriously damaged by the catastrophic earthquake that struck the city of L’Aquila on the 6th of April 2009. This bridge is a strategic access point for the village of Campana both for the common use and for the heavy trucks involved in the construction activities due to seismic event. This ancient bridge was built in order to carry smaller load than current ones. The Campana village Major asked for performing the assessment of the bridge real carrying capacity. The structure is a multi-span arch bridge with 6 arches with a total length of 33 m. The evaluation process is based on CNR guidelines “DT 213/2015” in agreement with the current Italian Technical Code DM 14.01.2008, starting with the experimental testing program in order to get information about the geometric dimensions and the masonries’ mechanical parameters. Two different analysis methods were used in the carrying capacity analysis: (1) Computational limit analysis methods (also known as ‘plastic’ or ‘mechanism’ methods) based on the Heyman hypothesis; (2) Finite element methods “FEM” with 3d FE model discretized with “bricks” elements. The results of the two methods were compared and the “AF” Adequacy Factor was defined. Seismic analysis has also been included in the study with the aim of evaluating the bridge structural behavior under dynamic actions. © 2019, RILEM.","FEM; Limit analysis; Load-carrying capacity; Masonry arch bridge; Non-linear analysis; Rigid block; Seismic analysis",,,,,,,,,,,,,,,,,"Istruzioni per La Valutazione Della Sicurezza Strutturale Di Ponti Stradali in Muratura; (2008) D.M.14.01.2008 Norme Tecniche per Le Costruzioni, , G. U.04.02.2008; Bruno, D., Bruno, M., Lonetti, P., Uno studio sui ponti ad arco in muratura (2013) ARACNE Editrice, Roma; Heyman, J., (1982) The Masonry Arch, , Ellis Horwood, Chichester; Heyman, J., The stone skeleton (1966) Int J Solids Struct, 2, pp. 249-279; Heyman, J., The safety of masonry arches (1969) Int J Mech Sci, 11 (4), pp. 363-385; (2016) Theory and Modelling Guide, Sheffield, United Kingdom; Gilbert, M., Melbourne, C., (1994) Rigid-Block Analysis of Masonry Structures. the Structural Engineer; Livesley, R.K.A., Limit analysis of structures formed from rigid blocks (1978) Int J Numer Meth Eng, 12, pp. 1853-1871; Fea, C.S.P., Solid Elements (2008) CSP00118 Este (PD); Fea, C.S.P., Materiale “STRUMAS” per l’analisi delle murature (2007) CSP00120 Este (PD)","Fanale, L.; Masonry Research and Development Engineering, Italy; email: lorenzo.fanale@drims.it",,,"Springer Netherlands",,,,,22110844,,,,"English","RILEM Bookseries",Book Chapter,"Final","",Scopus,2-s2.0-85052303171
"Micheloni M., Monica M.L., Parmeggiani D., Barchi P.","57203619037;57204899506;57204899326;57204893177;","Sustainable structural rehabilitation and strengthening of the ""ponte delle Grazie"" bridge in Faenza, Italy",2018,"IOP Conference Series: Materials Science and Engineering","442","1","012021","","",,1,"10.1088/1757-899X/442/1/012021","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057747069&doi=10.1088%2f1757-899X%2f442%2f1%2f012021&partnerID=40&md5=b6ab7f51fcdb2810bc3492ee860f38d4","Studio Micheloni, Florence, Italy; Unione Romagna Faentina - Settore Lavori Pubblici, Faenza, Italy","Micheloni, M., Studio Micheloni, Florence, Italy; Monica, M.L., Studio Micheloni, Florence, Italy; Parmeggiani, D., Unione Romagna Faentina - Settore Lavori Pubblici, Faenza, Italy; Barchi, P., Unione Romagna Faentina - Settore Lavori Pubblici, Faenza, Italy","The ""Ponte delle Grazie"" is a three span bridge, with a total length of 72 meters, built between 1948 and 1952 in Faenza, Italy. The reinforced concrete main beams of the deck have undergone a strong deterioration over the years. In detail atmospheric agents and chemical aggressions caused a strong deterioration of the concrete, up to the point of making the structure not accessible and at risk of collapse. In fact, the five main beams were heavily damaged, as well as the concrete bearings were strongly compromised. So, an urgent intervention was necessary to save the structure of this historic bridge. A delicate restoration has allowed to remove the deteriorated concrete and to restore the resistant sections with new materials compatible with the old remaining structures. In particular, a specific rehabilitation procedure was studied using fiber-reinforced cement mortar with low elastic modulus, that is shrinkage compensated, in combination with composite materials reinforcements. Without modifying the structural behaviour of the bridge, the deteriorated concrete was restored and reinforced, in a sustainable way, in order to make the structure safe and usable again. © Published under licence by IOP Publishing Ltd.","bridge; concrete; FRP; infrastructure; rehabilitation","Atmospheric structure; Bridges; Concretes; Deterioration; Fiber reinforced materials; Patient rehabilitation; Restoration; Atmospheric agents; Chemical aggression; Fiber reinforced cement; infrastructure; Low elastic modulus; Rehabilitation procedures; Structural behaviour; Structural rehabilitation; Reinforced concrete",,,,,,,,,,,,,,,,"Ceccoli Pozzati, P., (1977) Teoria e Tecnica Delle Strutture, 2, p. 223. , fig. 3.38; Original project of ""Ponte delle Grazie"" placed in ""Archivio di Stato di Faenza"" - fondo b.51/1952; Pieraccini, M., Parrini, F., Fratini, M., Atzeni, C., Spinelli, P., Micheloni, M., Static and dynamic testing of bridges through microwave interferometry (2007) NDT&E International 40, 40 (3), pp. 208-214; D.M. Infrastrutture Del 14 Gennaio 2008 ""nuove Norme Tecniche per le Costruzioni"" e Circolare 2 Febbraio 2009 N. 617 Consiglio Superiore Lavori Pubblici ""istruzioni per l'Applicazione Delle Lt;Nuove Norme Tecniche per le Costruzionigt; di Cui Al DM 14 Gennaio 2008"", , Italian regulations at the time of rehabilitation project: NTC2008; (1949) Regio Decreto Legge Del 16 Novembre 1939 N. 2229 Norme per l'Esecuzione Delle Opere in Conglomerato Cementizio Semplice Ed Armato"" and ""normale N. 6081 Del 9 Giugno 1945 Del Ministero Dei Lavori Pubblici per le Strade di Grande Traffico Con Importanza Militare, , Italian regulation at the time of the bridge project; Progettazione Delle Strutture di Calcestruzzo - Parte 1-1, , UNI EN 1992-1-1 - Eurocodice 2 Regole generali e regole per gli edifici; (2014) Istruzioni per la Progettazione, l'Esecuzione ed il Collaudo di Interventi di Consolidamento Statico mediante l'utilizzo di Compositi Fibrorinforzati, , CNR-DT 200R1/2013 Consiglio Nazionale delle Ricerche Italiano - 10 ottobre 2013 - versione del 15 maggio",,"Hajek P.Borg R.P.Borg R.P.Fernandez-Ordonez D.Hajek P.",,"Institute of Physics Publishing","1st FIB Conference - Sustainable Concrete: Materials and Structures","10 April 2018",,142677,17578981,,,,"English","IOP Conf. Ser. Mater. Sci. Eng.",Conference Paper,"Final","All Open Access, Gold",Scopus,2-s2.0-85057747069
"Steinbock O., Mertzsch O., Hampel T., Schmidt N., Curbach M.","57195126691;16507209100;35078607100;56612883000;55497226500;","Systematic recalculation of the bridge inventory of Mecklenburg-West Pomerania - Interaction between practice and research [Systematische Nachrechnung des Brückenbestands in Mecklenburg-Vorpommern: Interaktion zwischen Pra xis und Forschung]",2018,"Beton- und Stahlbetonbau","113","4",,"281","290",,1,"10.1002/best.201700100","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85043356939&doi=10.1002%2fbest.201700100&partnerID=40&md5=91bf4bd8fa04835e66bebca5a1221d42","Technische Universität Dresden, Institut für Massivbau, Dresden, 01062, Germany; Landesamt für Straßenbau und Verkehr M-V, Erich-Schlesinger-Straße 35, Pf 161262, Rostock, 18059, Germany; Technische Universität Dresden, Otto-Mohr-Laboratorium, Dresden, 01062, Germany; EIBS Entwurfs- und Ingenieurbüro Straßenwesen GmbH, Fachbereich Ingenieurbauwerke, Bernhardstraße 92, Dresden, 01187, Germany; Institut für Massivbau, TU Dresden, Germany","Steinbock, O., Technische Universität Dresden, Institut für Massivbau, Dresden, 01062, Germany; Mertzsch, O., Landesamt für Straßenbau und Verkehr M-V, Erich-Schlesinger-Straße 35, Pf 161262, Rostock, 18059, Germany; Hampel, T., Technische Universität Dresden, Otto-Mohr-Laboratorium, Dresden, 01062, Germany; Schmidt, N., EIBS Entwurfs- und Ingenieurbüro Straßenwesen GmbH, Fachbereich Ingenieurbauwerke, Bernhardstraße 92, Dresden, 01187, Germany, Institut für Massivbau, TU Dresden, Germany; Curbach, M., Technische Universität Dresden, Institut für Massivbau, Dresden, 01062, Germany","Systematic recalculation of the bridge inventory of Mecklenburg-West Pomerania – Interaction between practice and research. Since the implementation of the ‘Nachrechnungsrichtlinie' (German recalculation guideline, in short: NRR) in 2011, the assessment of existing road bridges has become increasingly the focus of research. When looking at older structures, a differentiated approach is necessary, because the old bridges have been designed and built according to former standards. To meet these requirements a step by step approach for the recalculation is provided. The continue updating of the guideline, which happened in April 2015 for the first time, will benefit from practice and research. The project -scientific and technical supervision for application of the German recalculation guideline on the bridge stock of Mecklenburg-West Pomerania- (WTB) captures this idea and includes a systematic evaluation of the bridge inventory. The following contribution gives an overview about the prioritization of a typical bridge inventory of the former GDR (German Democratic Republic) and the collaboration of authorities, consultant engineers and researchers. Copyright © 2018 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin","bridges; building preservation; Existing structures; GDR (German Democratic Republic); German recalculation guideline; prestressed concrete; prioritization","Historic preservation; Prestressed concrete; Building preservation; Existing structure; GDR (German Democratic Republic); German recalculation guideline; Prioritization; Spannbeton; Bridges",,,,,,,,,,,,,,,,"arzahn, G., Hegger, J., Maurer, R., Zilch, K., Dunkelberg, D., Kolodziejczyk, A., Teworte, F., Die Nachrechnung von Betonbrücken – Fortschreibung der Nachrechnungsrichtlinie (2015) Betonkalender 2015: Bauen im Bestand, Brücken, pp. 819-904. , M, In, Bergmeister, K., Fingerloos, F., Wörner, J.-D., (Hrsg.), Berlin, Ernst & Sohn, S; (2011) Richtlinie zur Nachrechnung von Straßenbrücken im Bestand (Nachrechnungsrichtlinie), (5). , Bundesministerium für Verkehr, Bau und Stadtentwicklung, (Hrsg.), Ausgabe; (2015) Richtlinie zur Nachrechnung von Straßenbrücken im Bestand (Nachrechnungsrichtlinie), (4). , Bundesministerium für Verkehr und digitale Infrastruktur (Hrsg.), Ausgabe 05/2011 – 1. Ergänzung. Ausgabe; https://tu-dresden.de/bu/bauingenieurwesen/imb/forschung/Forschungsfelder/Weiteres/WTB, Homepage zum Projekt, WTB; Curbach, M., Scheerer, S., Hampel, T., Schmidt, N., Wellner, S., Structural Reassessment of Existing Road Bridges in Germany (2013) IABSE Conference Report – Assessment, Upgrading and Refurbishment of Infrastructures, pp. 420-421. , In, Rotterdam, IABSCE c/o ETH Hönggerberg, abstract, full paper published digitally, 8; Schmidt, N., Ewertowski, M., Curbach, M., Hampel, T., (2015) Gutachterliche Stellungnahme zum Nachweis der Schubtragfähigkeit für die rechnerisch gerissenen Bereiche des überbaus der Brücke Paulsdamm beim Projekt zur Anwendung der Nachrechnungsrichtlinie auf den Brückenbestand Mecklenburg-Vorpommerns, (6). , Unveröffentlichter Bericht,, Institut für Massivbau, TU Dresden; Schmidt, N., Hampel, T., Steinbock, O., Scheerer, S., Curbach, M., Flederer, H., Wellner, S., (2017) Wissenschaftlich-technische Betreuung (WTB) beim Projekt zur Anwendung der Nachrechnungsrichtlinie auf den Brückenbestand in Mecklenburg-Vorpommern. Projektbericht im Auftrag von LS M-V, (12). , Institut für Massivbau, TU Dresden; Verch, W., Fertigteilüberbauten (1979) Betonbrückenbau, pp. 85-277. , In, Langrock, J., Schuchardt, J., Verch, W., (Hrsg.), Berlin, VEB Verlag für Bauwesen, S; Steinbock, O., Curbach, M., Hampel, T., Ewertowski, M., Schmidt, N., (2017) Wissenschaftliche Untersuchung zum räumlichen Lastabtrag von Balkenreihenüberbauten am Beispiel des Brückenbauwerks A14-BW1ü4 Lübesse im Brückenbestand Mecklenburg-Vorpommerns. Projektbericht im Auftrag von LS M-V, (6). , Institut für Massivbau, TU Dresden; Steinbock, O., Hampel, T., Curbach, M., (2017) Bearbeitung einer gutachterlichen Stellungnahme für das Bauwerk für das Bauwerk Brücke A19, AS Laage bei Kritzkow. Projektbericht im Auftrag von LS M-V, (3). , Institut für Massivbau, TU Dresden; Bundesministerium für Verkehr, Bau- und Stadtentwicklung (BMVBS) – Abteilung Straßenbau (2011) Handlungsanweisung zur überprüfung und Beurteilung von älteren Brückenbauwerken, die mit vergütetem, spannungsrisskorrosionsgefährdetem Spannstahl erstellt wurden (Handlungsanweisung Spannungsrisskorrosion), (6). , (Hrsg.), Ausgabe; Curbach, M., Hampel, T., Scheerer, S., Anker, S., Untersuchung des Gefährdungspotenzials älterer Spannbetonbrücken infolge Spannungsrisskorrosion in Mecklenburg-Vorpommern (2010) Tagungsband zum 20. Dresdner Brückenbausymposium Planung, Bauausführung, Instandsetzung und Ertüchtigung von Brücken, pp. 255-267. , In, Stritzke, J., (Hrsg.), 15./16.3.2010 in Dresden,, Dresden, Institut für Massivbau der TU Dresden, S; Fiedler, E., Näser, R., Verch, W., Straßenbrücken (2002) Das Straßenwesen der DDR 1949–1989, Archiv für die Geschichte des Straßen- und Verkehrswesens, (17), pp. 119-211. , In, Forschungsgesellschaft für Straßen- und Verkehrswesen, (Hrsg.), Heft, Bonn, Kirschbaum, S; Brückenstatistik 2016, , http://www.bast.de/DE/Statistik/Bruecken/Brueckenstatistik.pdf?__blob=publicationFile&v=8, (Hrsg.), Download unter; (2017) Bauwerksdatenbank zum Brückenbestand in Mecklenburg-Vorpommern. Auszug aus SIB-Bauwerke, Stand: 16.6.2011 (Unterlage zur Aufgabenstellung, übergeben auf Datenträger) bzw. Aktualisierung, , Stand 11/; Mertzsch, O., Entwicklung der Spannbetonvorschriften in der DDR – 50 Jahre TGL 0-4227 (2014) Beton- und Stahlbetonbau, 109 (1), pp. 60-68. , Heft, S; Kaschner, R., (2009) Priorisierung zur Nachrechnung des Brückenbestands, , Vortrag auf der Bund/Länder-Dienstbesprechung am 29.5., (nicht veröffentlicht); Friedrich, H., Quaas, B., (2010) Zukunftsfähigkeit des Bestands; Zukünftiger Bedarf an Instandsetzungs- und Verstärkungsmaßnahmen bei orthotropen Fahrbahnplatten von Stahlbrücken. Bericht, (7). , Bergisch Gladbach, Bundesanstalt für Straßenwesen (BASt); (2008) Ertüchtigung des Brückenbestands der Bundesfernstraßen. Ermittlung relevanter Bauwerke zur Priorisierung und Reihung (Bauwerksdaten_Länderabfrage.pdf), , Hrsg.), Bergisch-Gladbach, 13.6; (2016) Liste der vordringlich zu untersuchenden Brücken im Bestand der Bundesfernstraßen (BASt-Liste), Erhebung im Jahre 2010, , http://www.bast.de/DE/Ingenieurbau/Fachthemen/b4-nachrechnung-bruecken/b4-nachrechnung-bruecken.html, Bundesanstalt für Straßenwesen (BASt), Download unter, (abgerufen am 22.1; Steinbock, O., Garibaldi, M.P., Curbach, M., (2016) Bauingenieur, 91 (6), pp. 215-226. , Der Umgang mit dem Brückenbestand – Ein Vergleich zwischen Deutschland und den USA. In, Krieger, B., Isecke, J., (Hrsg.) Tagungshandbuch zum 2. Brückenkolloquium – Beurteilung, Ertüchtigung und Instandsetzung von Brücken, 21./22.6.2016 an der Technischen Akademie Esslingen 2016, 155–167 – Zweitabdruck in, S; Pust, G.-J., (1973) Ein Beitrag zum Tragverhalten von ortbetonverstärkten Balkenreihenbrücken. Diss., , TU Dresden; Kaschner, R., (1997) Zur Nutzungserweiterung bisher in Brückenklasse 30, 45 oder 60 eingestufter Fertigteilbrücken BT 50/70 bzw. BT 500/700. Abschlussbericht, , BASt/Bundesanstalt für Straßenwesen, (Hrsg.),, Bremerhaven, Wirtschaftsverlag NW; Steinbock, O., Hampel, T., Curbach, M., Wellner, S., (2016) Bewertung des Ankündigungsverhaltens infolge Spannungsrisskorrosion anhand vergleichender Betrachtungen. Abschlussbericht zum Projekt GWT 10733/2010401, (3). , (unveröffentlicht); Späthe, G., (1965) Ein Beitrag zur Berechnung von Brückentragwerken aus Balkenreihen. Diss., , TU Dresden; Haser, H., Untersuchungen zu Fertigteilbrücken BT 70/700 (1993) Schriftenreihe der BASt, (B2). , In, BASt, (Hrsg.), Heft, Bremerhaven, Wirtschaftsverlag NW; (2009) DIN-Fachbericht 101: Einwirkungen auf Brücken, (3). , Berlin, Beuth, Ausgabe; Bösche, T., Hampel, T., Scheerer, S., (2011) Ermittlung des Gefährdungspotentials von Spannungsrisskorrosion bei Straßenbrückenbauwerken des Landes Mecklenburg-Vorpommern – Bearbeitungsphase 4: Zusammenfassung der Untersuchungsergebnisse – Bewertung und Empfehlungen. Unveröffentlichter Bericht, (12). , Institut für Massivbau,, TU Dresden; Erzeugnisse Bauwesen und Bauwerksteile; Straßen- und Fußgängerbrücken (1979) Projektierungskatalog Balkenreihenüberbauten BT500/700, Katalog SW 1-79, (12). , (Hrsg.), Ausgabe",,,,"Wilhelm Ernst and Sohn",,,,,00059900,,BESTA,,"English; German","Beton Stahlbetonbau",Article,"Final","",Scopus,2-s2.0-85043356939
"Latifi M., Chamani M.R., Halabian A.M., Jafari M.R.","57196067631;36900124300;6508094134;57200690711;","Potential scour evaluation around piers of historical masonry arch bridges: a case study",2018,"Proceedings of the Institution of Civil Engineers: Bridge Engineering","171","1",,"37","48",,1,"10.1680/jbren.16.00023","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042188843&doi=10.1680%2fjbren.16.00023&partnerID=40&md5=38cb9302b66192287a0043bc0bd4628e","School of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran; Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran; Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran; Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran","Latifi, M., School of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran; Chamani, M.R., Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran; Halabian, A.M., Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran; Jafari, M.R., Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran","Bridge scour could be blamed as one of the main causes of failures in masonry arch bridges. Consequently, foundation settlements due to scour are the most threatening cause of damage for historical bridges because of their hidden nature, the capacity to affect the integrity of the whole bridge and the sensitivity of the arches to displacements. Pier settlements produce the development of cracking mechanisms in the arch barrels which affect the global stability of the bridge and lead to irreversible failures and full collapse. Scour estimation in these bridges is a difficult task because of the geometric complexities and existing different shapes of footings. Many empirical equations as well as laboratory data are presented for prediction of the maximum scour depth in bridge piers; however, an equation that especially describes the scour depth in piers with footings has not yet been presented. The scope of this study is to evaluate the scour in the historical Sio-Se-Pol Bridge in Isfahan, Iran. Constriction scour and local scour are computed and their sum is considered as the total scour in the bridge. Comparison of the computations and laboratory results shows an acceptable correlation. Consequently, the existing equations are precise to estimate such scour depths.","Brickwork & masonry/bridges/river engineering","Arches; Bridge piers; Masonry bridges; Masonry construction; Masonry materials; Scour; Constriction scour; Cracking mechanisms; Empirical equations; Foundation settlement; Geometric complexity; Historical bridges; Laboratory datum; Masonry arch bridges; Arch bridges",,,,,,,,,,,,,,,,"(2007) Guidelines for Historic Bridge Rehabilitation and Replacement, , Aashto (American Association of State Highway and Transportation Officials) ( Aashto, Washington, DC, USA; Briaud, J.A., Pier and Contraction Scour in Cohesive Soils (2004) Transportation Research Board (TRB), , Washington, DC, USA, NCHRP Report 516; Brunner, G.W., (2010) HEC-RAS River Analysis System, Hydraulic Reference Manual, , US Army Corps of Engineers, Davis, CA, USA; Cook, A.C., (2008) Comparison of One-Dimensional HEC-RAS with Two-Dimensional FESWMS Model in Flood Inundation Mapping, , MSc thesis, Department of Civil Engineering, Purdue University, West Lafayette, IN, USA; Ettema, R., (1980) Scour at Bridge Piers, , PhD thesis, Department of Civil Engineering, University of Auckland, Auckland, New Zealand; Ettema, R., Melville, B.W., Barkdoll, B., Scale effects in pier-scour experiments (1998) Journal of Hydraulic Engineering ASCE, 124 (6), pp. 639-642; Gibbons, N., Fanning, P.J., Progressive cracking of masonry arch bridges (2016) Proceedings of The Institution of Civil Engineers – Bridge Engineering, 169 (2), pp. 93-112. , https://dx.doi.org/10.1680/jbren.15.00009; Horritt, M.S., Bates, P.D., Evaluation of 1D and 2D numerical models for predicting river flood inundation (2002) Journal of Hydrology, 268 (1-4), pp. 87-99; Huizinga, R.J., Jr, R.P.H., (2001) Simulation of Flow and Evaluation of Bridge Scour at Horse Island Chute Bridge Near Chester, , U.S. Geological Survey, IL, USA, Water-Resources Investigations Report, Series Number 2001-4176; Jones, J.S., Sheppard, D.M., Scour at wide bridge piers (2000) Proceedings of Joint Conference on Water Resources Engineering and Water Resources Planning and Management, , In Minneapolis, MN, USA (Hotchkiss RH and Glade M (eds)). American Society of Civil Engineers, Reston, VA, USA; Jones, J.S., Kilgore, R.T., Mistichelli, M.P., Effects of footing location on bridge pier scour (1992) Journal of Hydrology Engineering ASCE, 118 (2), pp. 280-290; Laursen, E.M., Scour at bridge crossings (1960) Journal of Hydraulic Division ASCE, 89 (HY3), pp. 39-54; Laursen, E.M., An analysis of relief bridges (1963) Journal of Hydraulic Engineering ASCE, 92 (HY3), pp. 93-118; Melville, B.W., Raudkivi, A.J., Effects of foundation geometry on bridge pier scour (1996) Journal of Hydraulic Engineering ASCE, 122 (4), pp. 203-209; Parola, A.C., Mohadavi, S.K., Brown, B.M., El Khoury, A., Effects of rectangular foundation geometry on local pier scour (1996) Journal of Hydraulic Engineering ASCE, 122 (1), pp. 35-40; Raudkivi, A.J., (1998) Loose Boundary Hydraulics, , AA Balkema Publishers, Rotterdam, the Netherlands; Richardson, E.V., Davis, S.R., (2001) Evaluating Scour at Bridges, , 4th edn. Federal Highway Administration, U.S. Department of Transportation, Washington, DC, USA, Hydraulic Engineering Circular 18; Richardson, E.V., Lagasse, P.F., Stream stability and scour at the highway bridge (1996) Journal of Water International, 21 (3), pp. 108-118; Richardson, E.V., Simons, D.B., Julien, P., (1990) Highways in The River Environment, , Federal Highway Administration, U.S. Department of Transportation, Washington, DC, USA, FHWA-HI-90-016; Shen, H.W., Schneider, V.R., Karaki, S.S., (1966) Mechanics of Local Scour, Data Supplement, , Prepared for Bureau of Public Roads by the Civil Engineering Research Center, Colorado State University, Fort Collins, CO, USA; (2008) Analysis of Compound Channel Flow with Two-Dimensional Models, , TRB (Transportation Research Board) ( South Dakota Department of Transportation, Pierre, SD, USA; Valipour, M., A comparison between horizontal and vertical drainage systems (include pipe drainage, open ditch drainage, and pumped wells) in anisotropic soils (2012) IOSR Journal of Mechanical and Civil Engineering, 4 (1), pp. 7-12; Valipour, M., How much meteorological information is necessary to achieve reliable accuracy for rainfall estimations? (2016) Journal of Agriculture, 6 (4), p. 53","Halabian, A.M.; Department of Civil Engineering, Iran; email: mahdi@cc.iut.ac.ir",,,"ICE Publishing",,,,,14784637,,,,"English","Proc. Inst. Civ. Eng. Bridge Eng.",Article,"Final","",Scopus,2-s2.0-85042188843
"Mercier J., Buchin V., Tourneur C., Medina G.","56542660000;57213160937;19934410100;57193429747;","Repair of Panama's 50-year-old bridge with CFRP rods",2018,"9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018","2018-July",,,"942","950",,1,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077562629&partnerID=40&md5=fde3a2b1e057fd00393123c94bf8160f","Freyssinet International, Technical Department, Rueil-Malmaison, France; Freyssinet de Mexico Tierra Armada S.A, Mexico","Mercier, J., Freyssinet International, Technical Department, Rueil-Malmaison, France; Buchin, V., Freyssinet International, Technical Department, Rueil-Malmaison, France; Tourneur, C., Freyssinet International, Technical Department, Rueil-Malmaison, France; Medina, G., Freyssinet de Mexico Tierra Armada S.A, Mexico","Freyssinet performed important repair work in 2015 on Panama's 50-year-old Bridge of the Americas. The concrete slab had to be reinforced because of load evolution of road rules. Compared to the initial proposed solution with additional metallic rebars, a very efficient solution was proposed and applied by Freyssinet. Reinforcement with CFRP rods embedded into the concrete cover and sealed with resin (NSM technic). The working time was limited due to the traffic. Preliminary mechanical tests have thus been performed in order to evaluate the evolution of anchoring capacity during the first 5 hours of polymerization of resin. It was demonstrated that adhesion and anchoring capacity was sufficient after a minimum of 5 hours at 25°C or 3 hours at 35°C after resin application. The CFRP quantities applied were very important: 64 000 meters of carbon rods in grooves and 45 000m2 of Foreva TFC fabric under the slab. Specific methods and equipment were developed for this application and such quantities of materials and the efficiency was clearly improved and demonstrated. © INTER-NOISE 2019 MADRID - 48th International Congress and Exhibition on Noise Control Engineering. All rights reserved.","Anchoring; Bonding test; Bridge repair; Case studies; CFRP rods; Characterization of FRP materials/systems; FRP internal reinforcement; NSM Technic; Strengthening and repair","Bridge decks; Concrete slabs; Fiber reinforced plastics; Repair; Resins; Anchoring; Bridge repairs; Case-studies; Cfrp rods; NSM Technic; Reinforcement",,,,,,,,,,,,,,,,"(2004) Guide Test Methods for Fiber-Reinforced Polymers (FRPs) for Reinforcing or Strengthening Concrete Structures, 40p. , ACI 440.3R-04 American Concrete Institute (ACI), June; Al-Mahmoud, F., Castel, A., François, R., Tourneur, C., Effect of surface preconditioning on bond of carbon fiber reinforced polymer rods to concrete (2007) Cem Concr Compos, 29 (9), pp. 677-689; Al-Mahmoud, F., Castel, A., François, R., Tourneur, C., Strengthening of RC members with near-surface mounted CFRP rods (2009) Compos Struct J, 91, pp. 138-147. , November; Benmokrane, B., Wang, P., Pavate, T., Robert, M., Durability of FRP composites for civil infrastructure applications (2006) Durability of Materials and Structures in Building and Civil Engineering, pp. 300-343. , Wu, C. W. and Bull, J. W. (Ed.), Whittles Publishing, Dunbeath, UK; Bresson, J., L-application du béton plaque (1971) Annales de L-ITBTP, p. 239; De Lorenzis, L., Nanni, A., Bond between near-surface mounted fiber reinforced polymer rods and concrete in structural strengthening (2002) ACI Struct J, pp. 123-131. , March-April; De Lorenzis, L., Lundgren, K., Rizzo, A., Anchorage length of near surface mounted fibre reinforced polymer bars for concrete strengthening experimental investigation and numerical modeling (2004) ACI Struct J, pp. 269-277. , March-April; L-Hermite, R., Bresson, J., Béton armé d-armatures collées (1967) Proceedings of the RILEM Symposium on Synthetic Resins in Building Construction, pp. 175-203; Raithby, K.D., (1975) External Strengthening of Concrete Bridges with Bonded Steel Plates, , Suppl. Transport and Road Research Laboratory; Roland, A., (2015) Comportement Mécanique et Durabilité de Structures en Béton Renforcées Par Des Armatures Composites Internes, , Thèse de doctorat Université Paris-Est; Roland, A., Benzarti, K., Quiertant, M., Châtaignier, S., Argoul, P., Characterization of aramid FRP rebars and study of their bond behavior with concrete (2014) Proceedings of the CICE 2014 Conference","Mercier, J.; Freyssinet International, France; email: julien.mercier@freyssinet.com","Ferrier E.Benzarti K.Caron J.-F.","et al.;Freyssinet;International Institute for FRP in Construction (IIFC);Mapei;Mettler Toledo;S and P International","International Institute for FRP in Construction (IIFC)","9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018","17 July 2018 through 19 July 2018",,155801,,9780000000002,,,"English","Int. Conf. Fibre-Reinf. Polym. (FRP) Compos. Civ. Eng., CICE",Conference Paper,"Final","",Scopus,2-s2.0-85077562629
"Anigacz W., Beben D., Kwiatkowski J.","54381372900;55944741200;57192208423;","Testing of bridge structures using laser scanning method",2018,"Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018",,,,"1548","1555",,1,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85066978222&partnerID=40&md5=5146cbda25d5430b22a35ef0e3401673","Faculty of Civil Engineering and Architecture, Opole University of Technology, Opole, Poland; JandL Consulting Jacek Kwiatkowski, Opole, Poland","Anigacz, W., Faculty of Civil Engineering and Architecture, Opole University of Technology, Opole, Poland; Beben, D., Faculty of Civil Engineering and Architecture, Opole University of Technology, Opole, Poland; Kwiatkowski, J., JandL Consulting Jacek Kwiatkowski, Opole, Poland","The objective of the study was to compare and assess suitability of laser scanning method to determine geometric changes of the bridge structures. The laser scanning method was tested at two suspension bridges. First was a technological bridge (Chorula, Poland) with effective main span of 165 m, and second one was a historic cast iron bridge (Ozimek, Poland) with span of 27.7 m. The first measurements were conducted using a FARO Focus 3DX130 scanner. In the case of the second bridge (Ozimek), the results clearly indicate that reduced the distance to the bridge (40 m) allows to obtain satisfactory results, i.e. a full inventory of the bridge elements. Taking into account the above experience, the authors decided to use for the technological bridge examinations a Trimble TX8 scanner. It turned out that the Trimble TX8 scanner allows to obtain the technological bridge displacements under static loads. For the results analysis and point cloud processing, specifically designed the Trimble Real-Works 10.2 program was used. The software provides a complete solution to efficiently register, analyse, model and create deliverables using data from virtually any source. The software also allows for the automatic interpolation of the markers centre, which in this study constituted the measurement targets and white reference spheres (the same as in the photogrammetric method). The subsequent scans are matching to characteristic points (measurement targets and white reference spheres) in such a way that the next measurement sessions can be topologically consistent. This allows for significantly reduction of the working time on the measurement object. The obtained results were verified by the tachymetric method using the TC 2002 instrument. The presented approach to the bridge testing using scanner method can help in the bridges diagnostic, especially in the case there are not the technical project, for example for old bridges. © 2018 Taylor & Francis Group, London.",,"Bridges; Cast iron; Laser applications; Life cycle; Maintenance; Metal drawing; Safety engineering; Scanning; Bridge displacement; Bridge elements; Bridge structures; Characteristic point; Complete solutions; Geometric changes; Laser scanning methods; Technical projects; Electric measuring bridges",,,,,,,,,,,,,,,,"Anigacz, W., Beben, D., Kwiatkowski, J., Analysis of suitability of new measurement technologies to examine changes in geometric parameters of a suspension bridge (2016) Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks, pp. 2204-2211. , In T.N. Bittencourt, Dan M. Frangopol, & A. Beck, London: Taylor & Francis Group; Anigacz, W., Beben, D., Kwiatkowski, J., Displacements monitoring of suspension bridge using geodetic techniques (2018) Lecture Notes in Civil Engineering: Experimental Vibration Analysis of Civil Structures, pp. 331-342. , J.P. Conte, R. Astroza, G. Benzoni, G. Feltrin, K.J. Loh, & B. Moaveni (eds), Springer; Beben, D., Application of the interferometric radar for dynamic tests of corrugated steel plate (CSP) culvert (2011) NDT & E International, 44 (5), pp. 405-412; Beben, D., Anigacz, W., Dynamic testing of railway metal culvert using geodetic methods (2017) Dynamics of Civil Engineering and Transport Structures and Wind Engineering; Proc. Intern. Conf., Trstená, Slovak Republic, May 21-25, 2017, , J. Melcer & K. Kotrasova (eds.), MATEC Web of Conference; Berényi, A., Lovas, T., Barsi, A., Dunai, L., Potential of terrestrial laser scanning in load test measurements of bridges (2009) Periodica Polytechnica Civil Engineering, 53 (1), pp. 25-33; Beshr, A.A.A., Structural deformation monitoring and analysis of highway bridge using accurate geodetic techniques (2015) Engineering, 7, pp. 488-498; Jauregui, D.V., White, K.R., Woodward, C.B., Leitch, K.R., Noncontact photogrammetric measurement of vertical bridge deflection (2003) Journal of Bridge Engineering, 8 (4), pp. 212-222; Kwiatkowski, J.L., (2014) Construction Life Cycles Monitoring of Industrial Installations Verified by Hybrid Bulk Measurement Techniques, , Doctoral dissertation, Opole University of Technology (supervisor: Anigacz, W., auxiliary supervisor: Beben, D.), Opole, Poland; Shen-En, C., Laser Scanning Technology for Bridge Monitoring (2012) Laser Scanner Technology, pp. 71-92. , In J. Apolinar Munoz Rodriguez (ed.), Rjeka: InTech; Tang, P., Akinci, B., Garrett, J.H., Laser scanning for bridge inspection and management (2006) IABSE Symposium Weimar 2006, pp. 17-24; (2017) User Guide, , https://www.trimble.com/3d-laser-scanning/realworks.aspx, Trimble Realworks 10.2; Truong-Hong, L., Falter, H., Lennon, D., Laefer, D.F., Framework for Bridge Inspection with Laser Scanning (2016) East Asia-Pacific Conference on Structural Engineering and Construction, January 6-8, 2016, , Ho Chi Minh City, Vietnam",,"Powers N.Frangopol D.M.Al-Mahaidi R.Caprani C.","et al.;IABMAS, International Association for Bridge Maintenance and Safety;Monash University;RMIT University;Swinburne University of Technology;VicRoads","CRC Press/Balkema","9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018","9 July 2018 through 13 July 2018",,226219,,9781138730458,,,"English","Maint., Saf., Risk, Manag. Life-Cycle Perform. Bridges - Proc. Int. Conf. Bridge Maint., Saf. Manag.",Conference Paper,"Final","",Scopus,2-s2.0-85066978222
"Tetougueni C.D., Zilio A., Zampieri P., Pellegrino C.","57202249419;57208388232;56353092200;7006716267;","Effect of geometry parameters on the seismic capacity of masonry arches",2018,"Procedia Structural Integrity","11",,,"452","459",,1,"10.1016/j.prostr.2018.11.058","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064688332&doi=10.1016%2fj.prostr.2018.11.058&partnerID=40&md5=7525a8ca17c58d9078084bd5c30313e2","Dept. of Civil, Architectural and Environmental Engineering, Via Marzolo 9, Padua, 35121, Italy","Tetougueni, C.D., Dept. of Civil, Architectural and Environmental Engineering, Via Marzolo 9, Padua, 35121, Italy; Zilio, A., Dept. of Civil, Architectural and Environmental Engineering, Via Marzolo 9, Padua, 35121, Italy; Zampieri, P., Dept. of Civil, Architectural and Environmental Engineering, Via Marzolo 9, Padua, 35121, Italy; Pellegrino, C., Dept. of Civil, Architectural and Environmental Engineering, Via Marzolo 9, Padua, 35121, Italy","The preservation of existing structures is an important issue nowadays because most of these structures have been built long time ago and are now considered as our cultural heritage. Among them, historical structures as bridges made with masonry arches are important, especially in Italy, where Roman civilization was born. Today they are facing seismic action due to earthquake and most of them suffer great damages. It becomes important to assess the seismic load capacity of these structures since they were not initially designed to resist seismic loads in order to plan their strengthening. This work investigates the seismic capacity of masonry arches with irregular geometry through classical limit analysis method. In particular, two aspects of irregularity as asymmetric abutment dimensions and discontinuous arch thickness, with the aim to evaluate the collapse multiplier and position of cracking hinge are considered. At the end, parametric analysis were performed to show how the geometry irregularity influence the structural response of the arch. © 2018 Elsevier B.A. All righs resrrved.","asymmetric geometry; collapse multiplier; parametric analysis; strengthening",,,,,,,,,,,,,,,,,"Cavalagli, N., Gusella, V., Severini, L., Lateral loads carrying capacity and minimum thickness of circular and pointed masonry arches (2016) International Journal of Mechanical Sciences, 115-116, pp. 645-656. , doi:10.1016/j.ijmecsci.2016.07.015; Clemente, P., Introduction to dynamics of stone arches (1998) Earthquake Engineerinf and Structural Dynamics, (27), pp. 513-522; Da Porto, F., Zampieri, P., Modena, C., Prota, A., Simplified seismic assessment of railway masonry arche bridges by limit analysis (2016) Structure and Infrastructure Engineering, (12), pp. 567-591. , doi:10.1080/15732479.2015.1031141; De Luca, A., Giordano, A., Mele, E., A simplified procedure for assessing the seismic capacity of masonry arches Engineering Structures, 26 (13). , doi:10.1016/j.engstruct.2004.07.003; Dimitri, R., Tornabene, F., A parametric investigation of the seismic capacity for masonry arches and portals of different shapes (2015) Engineering Failure Analysis, pp. 1-34. , doi:10.1016/j.engfailanal.2015.02.021; Heyman, J., (1966) International Journal of Solid Structures, (2), pp. 49-79; Heyman, J., The safety of masonry arches (1969) International Journal of Mechanical Science, (11), pp. 63-85; Heyman, J., (1982) The Masonry Arch; Mahmoudi, M., Hasani, N., Yazdani, M., Three-dimensional modelling for seismic assessment of plain concrete arch bridges (2018) Proceedings of the Institution of Civil Engineers - Civil Engineering, , doi:10.1080/19648189.2017.1320589; Marefat, M., Yazdani, M., Jafari, M., Seismic assessment of small to medium spans plain concrete arch bridge (2017) Journal of Environmental and Civil Engineering, , doi:10.1080/jcien.17.00048; Misseri, G., (2017) Seismic Vulnerability of Pointed Arches under Rigid Body Assumption: Numerical and Experimental Evaluations, , PhD Thesis. Firenze, Italia; Misseri, G., Rovero, L., Parametric investigation on the dynamic behaviour of masonry pointed arches (2017) Archive of Applied Mechanics, (87), pp. 385-404; Raithel, A., The mechanism model in the seismic check of stone arches (1998) The Proceeding 2nd International Arch Bridges Conference, pp. 123-129; Severini, L., Cavalagli, N., Dejong, M., Gusella, V., Dynamic response of masonry arch with geometrical irregularities subjected to a pulse-type ground motion (2018) Non-linear Dynamics, (91), pp. 609-624. , doi:10.1007/s11071-017-3897-z; Zampieri, P., Faleschini, F., Zanini, M.A., Simoncello, N., Collapse mechanisms of masonry arches with settled springing (2017) Engineering Structures, pp. 363-374. , doi:10.1016/j.engstruct.2017.11.048; Zampieri, P., Simoncello, N., Pellegrino, C., Structural behaviour of masonry arch with no-horizontal settlement (2018) Frattura Ed Integrità, (43), pp. 182-190. , doi:10.3221/igf-esis.43.14; Zampieri, P., Zanini, M.A., Faleschini, F., Influence of damage on the seismic failure analysis of masonry arches (2016) Construction and Building Materials, 119, pp. 343-355","Tetougueni, C.D.; Dept. of Civil, Via Marzolo 9, Italy; email: cyrille.tetougueni@dicea.unipd.it","Bartoli G.Betti M.Fagone M.Pintucchi B.",,"Elsevier B.V.","14th International Conference on Building Pathology and Constructions Repair, CINPAR 2018","20 June 2018 through 22 June 2018",,145521,24523216,,,,"English","Proc. Struc. Inte.",Conference Paper,"Final","All Open Access, Gold",Scopus,2-s2.0-85064688332
"Kılıç Demircan R., Öztürk Kardoğan P.S.","57205473457;57205471177;","Studying the historical structure damage due to soil hazards and examination of applied repairment-strengthening techniques",2018,"Lecture Notes in Civil Engineering","7",,,"550","565",,1,"10.1007/978-3-319-64349-6_44","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060146778&doi=10.1007%2f978-3-319-64349-6_44&partnerID=40&md5=b6938f339db3ce84deb044c3a842f4d8","Civil Engineering Department, Technology Faculty, Gazi University, Ankara, Turkey","Kılıç Demircan, R., Civil Engineering Department, Technology Faculty, Gazi University, Ankara, Turkey; Öztürk Kardoğan, P.S., Civil Engineering Department, Technology Faculty, Gazi University, Ankara, Turkey","Historical structures which are like a bridge between past and future are the social and cultural heritage. One of the most important responsibilities of society is that this heritage must be preserved and transferred to future generations safely. Historic structures were damaged by natural hazards, originating from soil, earthquakes and human impacts. These structures of lives can be extended to make repairment and strentghening. Prestudy must be done to decide type of the repairment and strentghening. Firstly, historical structure situation must be specified and determined hazards assessment after that the type of the hazards must be stated so repairing and strengthening must be done. These processes should be done to historical structures by experts in a way to least interference. Soil damage can affect negatively to historical structure. In this study, soil damage for historical structures was approached. Settlement, swelling, segregation, rupture, crack and sliding are hazards due to soil effects. These damages which include in the specific historical structure are viewed and then, recommended retrofit and reparing works are researched. © Springer International Publishing AG, part of Springer Nature 2018.","Damage due to soil; Historical structures; Repairment-strengthening","Hazards; Soils; Cultural heritages; Future generations; Hazards assessments; Historic structures; Historical structures; Natural hazard; Soil effects; Strengthening technique; Historic preservation",,,,,,,,,,,,,,,,"Celep, Z., Kumbasar, N., (2004), Deprem mühendisliğine giriş ve depreme dayanıklı yapı tasarımı, İstanbul; Aköz, H., (2008) Deprem Etkisi Altındaki Tarihi Yığma Yapıların Onarım VeGüçlendir-ilmesi, , İTÜ Fen Bilimleri Enstitüsü, Yüksek Lisans Tezi, İstanbul; Sesigür, H., Çelik, O.C., Çılı, F., Tarihi yapılarda taşıyıcı bileşenler, hasar biçimleri, onarım vegüçlendirme (2007) İstanbul Bülten, 89, pp. 10-21; Bayraktar, A., Kocasinan, Y., Büyükgökmen, G., Kökçü, E., (2005), Yığma Yapıların Deprem Güvenliğinin Araştırılması Çalıştayı, Sunum Notları, ODTÜ; Erköseoğlu, G., (2012) Kültürel Mirasın Depremden Korunması Ve Turizme Kazandırılması Amacı İle Uygulanabilecek Güçlendirme Teknikleri, , Uzmanlık Tezi, T.C. Kültür Ve Turizm Bakanlığı Yatırım Veİşletmeler Genel Müdürlüğü; Naik, S., Naik, N.P., Kandolkar, S.S., Mandrekar, R.L., Settlement of structure of a structure (2011) Proceedings of Indian Geotechnical Conference, , Paper No: Q-285; Arun, G., (2016) Tarihi Yığma Yapılarda Hasar Teşhisi, TMMOB İnşaat Mühendisleri Odası, , Gaziantep Şubesi Eğitim Semineri; Mahrebel, H.A., (2006) Tarihi Yapılarda Taşıyıcı Sistem Özellikleri, Hasarlar, Onarım Ve Güçlendirme Teknikleri, İstanbul Teknik Üniversitesi, , Yüksek Lisans Tezi, Fen Bilimleri Enstitüsü; Yardım, Y., Mustafaraj, E., Effects of soil settlement and deformed geometry on a historical structure (2015) Nat Hazards Earth Syst Sci, 15, pp. 1051-1059; Namlı, M., (2001) Tarihi Yapıların Temel Sistemleri Ve Temel Takviyesi Yöntemleri, , Yüksek Lisans Tezi, İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, İstanbul; https://www.google.com.tr/search?q=konya+alaeddin+camii+%C3%A7atlaklar&sa=X&espv=2&biw=1920&bih=901&tbm=isch&tbo=u&source=univ&ved=0ahUKEwic9vqugN_QAhVDHxoKHUWmBH0QsAQIGA#imgrc=1Y6vk1mBGIA6HM%3A; Başkan, S., (1993) Cenabı Ahmet Paşa Camii, Kültür Bakanlığı/1407 Tanıtma Eserleri/49, 1, , Baskı; Köseoğlu, Ç., (2011) Investigation of a Damaged Historical Mosque with Finite Element Analysis, METU, the Degree of Master of Scıence; Yıldız, M., Sezer, R., Ekinci, O., Yıldız, E., Mevlana Müzesinde Oluşan Hasar Nedenlerinin Araştırılması ve Uygun Temel Güçlendirme Sisteminin Seçilmesi, ISSN:1306-3111 (2011) E-J N World Sci Acad, 6 (4); Toğrol, E., Temel Takviyesi Yöntemlerine Yeni Bir Bakış, Zemin Mekaniği ve Temel Mühendisliği, V. Ulusal Kongresi (1994) ODTÜ, Ankara, Cilt III. S, pp. 887-917","Kılıç Demircan, R.; Civil Engineering Department, Turkey; email: ruyakilic86@gmail.com",,,"Springer",,,,,23662557,,,,"English","Lect. Notes Civ. Eng.",Book Chapter,"Final","",Scopus,2-s2.0-85060146778
"Pérez Utrero R.M., Martínez Corrales L.F., Sánchez Fernández M., Aguilar Mateos P.L., Atkinson Gordo A., de Sanjosé B. J.J.","8551678700;57204929370;57190222447;7005046757;56084464200;55947509300;","Viability of computational analysis of hyperspectral images as a non-destructive diagnostic and evaluation technique",2018,"REHABEND","0",,,"953","961",,1,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057978024&partnerID=40&md5=91293f3e841ab6c086c65a6d6d5ac56b","Escuela Politécnica de Cáceres Group NEXUS (Ingeniería, Territorio y Patrimonio), Universidad de Extremadura, Spain","Pérez Utrero, R.M., Escuela Politécnica de Cáceres Group NEXUS (Ingeniería, Territorio y Patrimonio), Universidad de Extremadura, Spain; Martínez Corrales, L.F., Escuela Politécnica de Cáceres Group NEXUS (Ingeniería, Territorio y Patrimonio), Universidad de Extremadura, Spain; Sánchez Fernández, M., Escuela Politécnica de Cáceres Group NEXUS (Ingeniería, Territorio y Patrimonio), Universidad de Extremadura, Spain; Aguilar Mateos, P.L., Escuela Politécnica de Cáceres Group NEXUS (Ingeniería, Territorio y Patrimonio), Universidad de Extremadura, Spain; Atkinson Gordo, A., Escuela Politécnica de Cáceres Group NEXUS (Ingeniería, Territorio y Patrimonio), Universidad de Extremadura, Spain; de Sanjosé B., J.J., Escuela Politécnica de Cáceres Group NEXUS (Ingeniería, Territorio y Patrimonio), Universidad de Extremadura, Spain","The technology of digital image capture is undergoing constant development in both resolution and image quality. There is an inescapable need for this technology as a means to record and disseminate images of works of art and cultural heritage. The goal of this paper is to combine different non-destructive techniques including 3D digitalization using short-range laser scanner, commonly used in industry, hyperspectral images, widely used in remote sensing applications and scientific research and neural computing as a technique applicable to the treatment of hyperspectral images with a view to assessing cultural heritage sites (churches, bridges, palaces,…) and smaller cultural heritage features. The process included the collection of data by image capture using the hyperspectral camera through to the analysis of the resulting images using neural computing systems. The hyperspectral equipment is initially configured and calibrated using software that facilitates the capture of images of different materials under the same conditions of light and humidity, which are then analysed by neural computing through an MLP (Multi-Layer-Perceptron) supervised model. The applied methodology distinguishes between the same minerals extracted from different quarries, as well as the different materials used in restorations carried out at different times of the Temple of Diana, part of the Roman cultural heritage of the city of Merida. To complete the research, the images processed with metric information from LiDAR terrestrial sensors (terrestrial Laser Scanner, TLS) are fused to supply metric properties to the spectral information. © 2018, University of Cantabria - Building Technology R&D Group. All rights reserved.","Cultural heritage; Hyperspectral images; Laser scanner; Neural networks",,,,,,"Federación Española de Enfermedades Raras, FEDER; European Regional Development Fund, FEDER: GR15069; Junta de Extremadura","This study has been made possible thanks to the funds granted by the Junta of Extremadura and the EUROPEAN REGIONAL DEVELOPMENT FUND (FEDER) through reference GR15069 to the NEXUS research group to which the authors belong. The authors wish to express their gratitude to José Luis Moreno Jiménez and Mario Castaño Aza for their collaboration in data collection and software development.","This study has been made possible thanks to the funds granted by the Junta of Extremadura and the EUROPEAN REGIONAL DEVELOPMENT FUND (FEDER) through reference GR15069to the NEXUS research group to which the authors belong. The authors wish to express their gratitude to José Luis Moreno Jiménez and Mario Castaño Aza for their collaboration in data collection and software development.",,,,,,,,,"Böhler, W., Comparison of 3D laser scanning and other 3D measurement techniques (2006) Proceedings of Recording, Modeling and Visualization of Cultural Heritage, London; Liang, H., Advances in multispectral and hyperspectral imaging for archaeology and art conservation (2012) Applied Physics A, 106 (2); Barceló, J.A., The birth and historical development of computational intelligence applications (2009) Archeologia E Calcolatori, 20; Maniscalco, U., A connectionist system of virtual sensors to support the monitoring of cultural heritage damage (2004) Proceedings of WIRN, Perugia, Italy; Plaza, J., Plaza, A., Pérez, R.M., Martinez, P., On the use of small training sets for neural network-based characterization of mixed pixels in remotely sensed hyperspectral images (2009) Pattern Recognition, 20; Martínez, P., Cristo, A., Pérez, R.M., Hernández, L.M., Diffused, matrix format. A new storage and processing format pro airborne hyperspectral sensor images (2010) Sensors, 10; Sutskever, I., Vinyals, O., Le, Q.V., Sequence to sequence learning with neural networks” (2014) Proceedings of Advances in Neural Information Processing Systems; Zhang, Y., Guo, D., Li, Z., Common Nature of Learning Between Back-Propagation and Hopfield-Type Neural Networks for Generalized Matrix Inversion With Simplified Models (2013) IEEE Transactions on Neural Networks and Learning Systems, 24 (4); Berenguer-Sempere, F., Gómez-Lende, M., Serrano, E., de Sanjosé-Blasco, J.J., Orthothermographies and 3D modeling as potential tools in ice caves studies: The Peña Castil Ice Cave (Picos de Europa, Northern Spain) (2014) International Journal of Speleology, 43 (1)","Aguilar Mateos, P.L.; Escuela Politécnica de Cáceres Group NEXUS (Ingeniería, Spain; email: paguilar@unex.es","Villegas L.Lombillo I.Blanco H.Boffill Y.Villegas L.Lombillo I.Blanco H.Boffill Y.",,"University of Cantabria - Building Technology R&D Group","7th Euro-American Congress on Construction Pathology, Rehabilitation Technology and Heritage Management, REHABEND 2018","15 May 2018 through 18 May 2018",,221479,23868198,9788469770320; 9788469770320,,,"English","Rehabend",Conference Paper,"Final","",Scopus,2-s2.0-85057978024
"Xie Z.","57202835914;","Study on app interface design under the context of “intangible cultural heritage” inheritance and innovation",2018,"Advances in Transdisciplinary Engineering","7",,,"743","752",,1,"10.3233/978-1-61499-898-3-743","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057966893&doi=10.3233%2f978-1-61499-898-3-743&partnerID=40&md5=c8226afa51bdea0fef2825cecd3e0060","Fine Arts Academy, Hunan Normal University, China","Xie, Z., Fine Arts Academy, Hunan Normal University, China","The paper gives an overview of mobile applications for introducing Chinese intangible cultural heritage (ICH) from the perspective of interface design, analyzes and compares advantages and disadvantages of ICH APP on the present stage, and explores a trasdisciplinary approch to solve problems.The interface design of ICH APP require collaboration between different disciplines by interactive experience (including the ways of storytelling and adopting new technology to improve interactive experience), information architecture, and visual design(including logo design, graphics, color and format) to try to solve the current problems of ICH inheritance and innovation.Make the interface of ICH APP a bridge to communicate users and intangible cultureal heritage(ICH). © 2018 The authors and IOS Press.","Intangible cultural heritage; Interface design; Transdisciplinary approach","Industrial engineering; App interface designs; Information architectures; Intangible cultural heritage (ICH); Intangible cultural heritages; Interactive experiences; Interface designs; Mobile applications; Trans-disciplinary approaches; Engineering",,,,,,,,,,,,,,,,"Dobrescu, C., Literary Criticism, Cognitive Culture, and the World Intangible Cultural Heritage (2012) Interlitteraria, 17 (3). , https://doi.org/10.12697/IL.2012.17.09, Vol; Sullivan, A.M., Heritage, C., Media, N., A Future for the Past, 15 (2016) J. Marshall Rev., Intell. Prop. L, 15, p. 604. , https://repository.jmls.edu/cgi/viewcontent.cgi?article=1392&context=ripl, Vol; Berliner, D., Amescua, C., Arantes, A., Arizpe, L., Kuutma, K., Report on Research on Intangible Cultural Heritage (2012) British Journal for the Philosophy of Science, 65 (4), pp. 665-685. , Vol., pp; Liu, C., From “Feudal Rubbish” to “National Treasure”: The transformation and safeguarding of intangible cultural heritage of China: A case study of Huanxian Daoqing Shadow Theatre (2014) Pediatrics, 119 (2), pp. 435-443. , Vol., pp; Li, Y., An Empirical Study of the Hua'er Performance under the Protection of the Intangible Cultural Heritage: Taking the Third Laoye-Mountain Hua'er Festival as an Example (2013) Northwestern Journal of Ethnology, 132 (13), pp. 4689-4696. , Vol., pp; Shigeyuki, M., Convention for the safeguarding of the intangible cultural heritage now in its implementation phase (2010) Research and Reports on Intangible Cultural Heritage, pp. 1-13. , pp; Vitić-Ćetković, A., Krstić, B., Jovanović, I., Improving the tourist destination image with intangible cultural heritage: Montenegro as a case study (2015) Ekonomika, 61 (2), pp. 29-37. , Vol., pp; Zygouris, S., Giakoumis, D., Votis, K., Doumpoulakis, S., Ntovas, K., Segkouli, S., Karagiannidis, C., Tsolaki, M., Can a Virtual Reality Cognitive Training Application Fulfill a Dual Role? Using the Virtual Supermarket Cognitive Training Application as a Screening Tool for Mild Cognitive Impairment (2015) Journal of Alzheimers Disease, 44 (4), pp. 1333-1347. , Vol; Dobrescu, C., Literary Criticism, Cognitive Culture, and the World Intangible Cultural Heritage (2012) Interlitteraria, 17 (3). , https://doi.org/10.12697/IL.2012.17.09, Vol; Chang, W.T., Lin, C.-L., Huang, K.-C., Chuang, C.C., On the Influencing Factors of Dictionary App Interface Design for the Elders (2015) Procedia Manufacturing, 3, pp. 2065-2070. , Vol., pp; Xiao, W.T., (2016) Principles of APP Interface Design Based on the Brand Promotion, Art & Design; Dobrescu, C., Literary Criticism, Cognitive Culture, and the World Intangible Cultural Heritage (2012) Interlitteraria, 17 (3). , https://doi.org/10.12697/IL.2012.17.09, Vol; Maguire, M., Zinn, R.S., (2001) User Interface and Method of Viewing Unified Communications Events on a Mobile Device, Patent Application US20090011741A1, , https://patents.google.com/patent/US20090011741; Aiken, M.P., Berry, M.J., Posttraumatic stress disorder: Possibilities for olfaction and virtual reality exposure therapy (2015) Virtual Reality, 19 (2), pp. 95-109. , Vol., pp; Vats, G., Vats, N., (2014) User-Controlled 3D Simulation for Providing Realistic and Enhanced Digital Object Viewing and Interaction Experience, Patent Application WO2014006642A3, , https://patents.google.com/patent/WO2014006642A3; García-Peñalvo, F.J., Durán-Escudero, J., (2017) Interaction Design Principles in WYRED Platform, International Conference on Learning and Collaboration Technologies, pp. 371-381. , Springer, Cham, pp; Alenljung, B., Lindblom, J., Andreasson, R., Ziemke, T., User Experience in Social Human-Robot Interaction (2017) International Journal of Ambient Computing & Intelligence, 8 (2), pp. 12-31. , Vol., pp; Jacob, E.K., Loehrlein, A., Information architecture (2009) Annual Review of Information Science and Technology, 43 (1). , https://doi.org/10.1002/aris.2009.1440430110, Vol; Alsos, O.A., Svanaes, D., Designing for the secondary user experience (2011) IFIP Conference on Human-Computer Interaction, pp. 84-91. , pp; Peruzzini, M., Germani, M., Design of a service-oriented architecture for AAL (2016) International Journal of Agile Systems and Management, 9 (2), pp. 154-178. , Vol., No.., pp; Wang, M.M., Zeng, F.G., (2017) Study on Resource Sharing APP Product Design from Service Design Thinking Perspective: Case Analysis of Help Me App, , Art & Design; Teng, J., Wan, F.C., (2017) Product Display APP Design Based on Augmented Reality, Packaging Engineering, p. 14; Dobrescu, C., Literary Criticism, Cognitive Culture, and the World Intangible Cultural Heritage (2012) Interlitteraria, 17 (3). , https://doi.org/10.12697/IL.2012.17.09, Vol; Bresciani, S., Ponte, P.D., New brand logo design: Customers’ preference for brand name and icon (2017) Journal of Brand Management, 24 (5), pp. 1-16. , Vol., pp; Pittard, N., Ewing, M., Jevons, C., Aesthetic theory and logo design: Examining consumer response to proportion across cultures (2007) International Marketing Review, 24 (4), pp. 457-473. , Vol., pp; White, A.W., (2011) The Elements of Graphic Design, , Allworth Press, New York; Brahm, L.J., (2002) Elements of China: Water, Wood, Fire, Earth, Gold, , China Intercontinental Press, Shanghai; Tong, Y., (2003) Global Deification in Chinese Context Read""Leaders"" in Gold, Wood, Water, Fire and Earth of Luo Xiaoping, Sculpture Magazine; Miura, S., Nishino, H., A Color Scheme Explorer Based on a Practical Color Design Framework (2018) Conference on Complex, Intelligent, and Software Intensive Systems, pp. 752-761. , pp; Kress, G.R., van Leeuwen, T., Reading Images-The Grammar of Visual Design (1996) Psychology Press, Abingdon; Dobrescu, C., Literary Criticism, Cognitive Culture, and the World Intangible Cultural Heritage (2012) Interlitteraria, 17 (3). , https://doi.org/10.12697/IL.2012.17.09, Vol; Xue-Mei, A.N., Research on the Application of Chinese Traditional Visual Elements in Modern Book Design, Packaging (2010) Engineering, 31 (12), pp. 105-108. , Vol., pp; Keung, H., Ippolito, J.M., Time-Space Alterations: A New Media Abstraction of Traditional Chinese Painting and Calligraphy Aesthetics (2017) Leonardo, pp. 1-10. , pp","Xie, Z.; Fine Arts Academy, China; email: 695767314@qq.com","Wognum N.Stjepandic J.Pellicciari M.Bil C.Peruzzini M.","International Society of Transdisciplinary Engineering (ISTE);IOS Press;PROSTEP AG;UNIMORE University of Modena and Reggio Emilia","IOS Press BV","25th ISPE International Conference on Transdisciplinary Engineering 2018","3 July 2018 through 6 July 2018",,141945,,9781614994398,,,"English","Adv. Transdiscipl. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85057966893
"Koteš P., Vičan J., Prokop J., Strieška M.","6505747528;6506530681;57195241856;57192372988;","Determining load-carrying capacity and remaining lifetime of bridge in Vitanova, Slovakia",2018,"IOP Conference Series: Materials Science and Engineering","365","5","052012","","",,1,"10.1088/1757-899X/365/5/052012","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049403726&doi=10.1088%2f1757-899X%2f365%2f5%2f052012&partnerID=40&md5=4acf56715a78117985819d6a774e2325","Department of Structures and Bridges, Civil Engineering Faculty, University of Žilina, India","Koteš, P., Department of Structures and Bridges, Civil Engineering Faculty, University of Žilina, India; Vičan, J., Department of Structures and Bridges, Civil Engineering Faculty, University of Žilina, India; Prokop, J., Department of Structures and Bridges, Civil Engineering Faculty, University of Žilina, India; Strieška, M., Department of Structures and Bridges, Civil Engineering Faculty, University of Žilina, India","The paper is focused on diagnostic and calculation of load-carrying capacity of bridge object in village Vitanova in Slovakia. The bridge is on the road II/520 connecting town Tvrdosin and village Sucha Hora near border with Poland and bypass the Oravica River. The bridge object was built in 1957, so, it was 60 years old bridge in time of calculation (2017). It is reinforced concrete slab bridge of two single independent spans. In 2016, the Department of Structures and Bridges, the Faculty of Civil Engineering, University of ilina, was asked to carry out the construction and technical survey and diagnostic of above mentioned bridge. The visual inspection, diagnostic, verifying real dimensions and material characteristics were requested. In 2017, the calculation of load-carrying capacity was done. For determining the load-carrying capacity, the standard approach given in Eurocodes was used. As an alternative, the modified (lower) reliability levels and their adequate partial safety factors according to Eurocodes were used. Moreover, the real traffic load was used for calculation of reliability index β and the failure probability Pf. © 2018 Institute of Physics Publishing. All rights reserved.",,"Codes (standards); Concrete slabs; Load limits; Loads (forces); Reinforced concrete; Reliability; Rural areas; Eurocodes; Failure Probability; Material characteristics; Partial safety factor; Real traffic; Reliability Index; Reliability level; Visual inspection; Bridges",,,,,"Slovak Academic Information Agency, SAIA: DS-2016-0039, SK-PL-2015-0004; Agentúra na Podporu Výskumu a Vývoja, APVV: 1/0413/18, 1/0566/15, APVV-14-0772","This research is supported by the Slovak Research and Development Agency under contract No. APVV-14-0772, and by Research Project No. 1/0566/15 and 1/0413/18 of Slovak Grant Agency and also by the project SK-PL-2015-0004 and DS-2016-0039 in frame of bilateral cooperation.",,,,,,,,,,"Prokop, J., Reconstruction of reinforced bridge object over river Oravica in village Vitanová (2005) Diploma Work, Edis Žilina, , (in Slovak); Technical provision TP 02/2016: The laod-carrying capacity of bridges on roads and foot-bridges, Technical provisions (2016) MDPaT SR, , (in Slovak); STN en 1990/A1 Eurocode: Basis of structural design. Amendment A1. Annex A2: Use for bridges (2006) Slovak Office of Standards, Metrology and Testing, , (in Slovak); Stn, E.N., Eurocode: Basis of structural design (2009) Slovak Office of Standards, Metrology and Testing, , 1990; STN en 1991-1-1 Eurocode 1: Actions on structures. Part 1-1: General actions. Densities, self-weight, imposed loads for buildings (2007) Slovak Office of Standards, Metrology and Testing; Traffic Loads on Bridges, , STN EN 1991-2 Eurocode 1: Actions on structures. Part 2 Slovak office of Standards, Metrology and Testing. 2007; Design of Concrete Structures, , STN EN 1992-2 Eurocode 2 Part 2: Concrete bridges - Design and detailing rules. Slovak office of Standards, Metrology and Testing. 2007; STN en 1992-1-1 Eurocode 2: Design of concrete structures. Part 1-1: General rules and rules for buildings (2007) Slovak Office of Standards, Metrology and Testing; Koteš, P., (2012) Reliability of Existing Bridge Structures and Possibilities of Its Increasing, p. 143. , (Zcaron;ilina) Habilitation thesis (in Slovak); Koteš, P., Vičan, J., (2014) The Fourth International Fib Congress 2014, Mumbai, improving Performance of Concrete Structures"", Proceedings, pp. 227-229. , (Mumbai, India: IMC-FIB) Reliability-based evaluation of existing concrete bridges in Slovakia according to Eurocodes; Koteš, P., Vičan, J., Recommended reliability levels for the evaluation of existing bridges according to eurocodes (2013) Structural Engineering International - International Association for Bridge and Structural Engineering (IABSE), 23, pp. 411-417; Koteš, P., Prokop, J., Strieška, M., Vičan, J., (2017) 26th R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering, 117. , (Warsawa, Poland: MATEC Web of Conferences) Calibration of partial safety factors according to Eurocodes art. no 00088; Nowak, A.S., Calibration of LFRD Bridge Code (1995) Journal of Structural Enfineering, 121 (8), pp. 1245-1251; Nowak, A.S., Grouni, H.N., Calibration of the Ontario Highway Bridge Code 1991 edition (1994) Canadian Journal of Ci. Engineering, 21 (1), pp. 25-35; Macho, M., Ryjaček, P., The impact of the severe corrosion on the structural behavior of steel bridge members (2015) Advances and Trends in Engineering Sciences and Technologies - Proceedings of the International Conference on Engineering Sciences and Technologies, ESaT 2015, pp. 123-128; Ryjaček, P., Macho, M., Stančík, V., Polák, M., (2016) Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks - Proceedings of the 8th International Conference on Bridge Maintenance, Safety and Management, pp. 1188-1195. , (IABMAS 2016) The Deterioration and assessment of steel bridges; Holly, I., Bilcík, J., Gajdosová, K., Numerical modeling of reinforcement corrosion on bond behaviour (2016) International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, SGEM, 249, pp. 191-196; Paulík, P., Bačuvčík, M., Ševčík, P., Janotka, I., Gajdošová, K., Experimental evaluation of properties of 120 years old concretes at two concrete bridges in Slovakia (2016) International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, SGEM, 249, pp. 227-234; Kala, V., Valeš, J., Stochastic analysis of the lateral beam buckling of beams with initial imperfections (2015) Safety and Reliability of Complex Engineered Systems Proceedings of the 25th European Safety and Reliability Conference, ESREL 2015, pp. 2547-2552; Krejsa, M., Koubova, L., Flodr, J., Protivinsky, J., Nguyen, Q.T., Probabilistic prediction of fatigue damage based on linear fracture mechanics (2017) Frattura Ed Integrita Strutturale, 11, pp. 143-159. , Volume 249; Krejsa, M., Probabilistic reliability assessment of steel structures exposed to fatigue (2013) Safety, Reliability and Risk Analysis: Beyond the Horizon - Proceedings of the European Safety and Reliability Conference, ESREL 2013, pp. 2671-2679; Inspectiona, Maintenance and Repairs of Road Communications, , Technical provision TP 9b/2005 Part: Bridges, Technical provisions, MDPaT SR, 2005 (in Slovak)",,,"","Institute of Physics Publishing","21st International Scientific Conference on Advanced in Civil Engineering: Construction - The Formation of Living Environment, FORM 2018","25 April 2018 through 27 April 2018",,137463,17578981,,,,"English","IOP Conf. Ser. Mater. Sci. Eng.",Conference Paper,"Final","All Open Access, Bronze",Scopus,2-s2.0-85049403726
"Malinowski M., Banas A., Cywiński Z., Jeszka M., Sitarski A.","7005649299;56622604500;6602695548;57195509207;55102894200;","On the rebirth of a historic lattice truss bridge [Zur Wiedergeburt einer historischen Gitterbrücke]",2017,"Stahlbau","86","9",,"789","796",,1,"10.1002/stab.201710523","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028526177&doi=10.1002%2fstab.201710523&partnerID=40&md5=86cdf48b3f7c704bcdd1eac5fc14e1ac","Politechnika Gdańska, Wydzial Inžynierii Lądowej i Środowiska, ul. G. Narutowicza 11/12, Gdańsk, 80-233, Poland","Malinowski, M., Politechnika Gdańska, Wydzial Inžynierii Lądowej i Środowiska, ul. G. Narutowicza 11/12, Gdańsk, 80-233, Poland; Banas, A., Politechnika Gdańska, Wydzial Inžynierii Lądowej i Środowiska, ul. G. Narutowicza 11/12, Gdańsk, 80-233, Poland; Cywiński, Z., Politechnika Gdańska, Wydzial Inžynierii Lądowej i Środowiska, ul. G. Narutowicza 11/12, Gdańsk, 80-233, Poland; Jeszka, M., Politechnika Gdańska, Wydzial Inžynierii Lądowej i Środowiska, ul. G. Narutowicza 11/12, Gdańsk, 80-233, Poland; Sitarski, A., Politechnika Gdańska, Wydzial Inžynierii Lądowej i Środowiska, ul. G. Narutowicza 11/12, Gdańsk, 80-233, Poland","On the rebirth of a historic lattice truss bridge. In this contribution, in view of a complicated history of the 160 years old wrought-iron lattice truss bridge in Tczew (Poland) across the Vistula, and with reference to the two emerged ideas of the reconstruction, the load test of the original bridge carrying structures has been described. The historical Bridge across the Vistula is loaded with a new bridge road deck. This was performed recently by the experimental institution for bridge constructions of the Politechnika Gdańska (Gdańsk University of Technology). The completed proof has confirmed the assumed strength of the new bridge deck, but also a surprisingly high toughness, greatly desired at present, of the original superstructure itself. The investigated monumental ingenieur construction of the past is a bridge structure that, in its meaning, can surely be compared with the famous Britannia Bridge. Copyright © 2017 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin","bridge road deck; Conception and design; Conservation and maintenance; Experimental set-ups; IT in steel construction; lattice truss bridge; load test; loading capacity; Steel bridges; superstructure; Vistula Bridge","Highway bridges; Load testing; Roads and streets; Steel bridges; Trusses; Wrought iron; Conservation and maintenance; Loading capacities; Set-ups; superstructure; Truss bridge; Bridges",,,,,,,,,,,,,,,,"Ramm, W., (2004) Zeugin der Geschichte: Die Alte Weichselbrücke in Dirschau – Świadek przeszłości: Dawny most przez Wisłę w Tczewie, , (Hrsg.), Technische Universität Kaiserslautern, Kaiserslautern; Affelt, W., Cywiński, Z., Technical University of Gdańsk, Book of Abstracts 1999 (2000) International Conference “Preservation of the Engineering Heritage” – Gdańsk Outlook 2000 (PEHGO-2000), , (Hrsg.), – Proceedings; Groh, C., (2000) The old Dirschau Bridge in its technical details, pp. 103-110. , PEHGO-, Proceedings; Ramm, W., (2000) History of the Vistula Bridges in Tczew, pp. 195-204. , PEHGO-, Proceedings; Cywiński, Z., Historyczny most w Tczewie (Die historische Brücke in Dirschau) (2000) Przegląd Budowlany, 71 (12), pp. 9-15. , S; Malinowski, M., Żółtowski, K., Drogowy most „Lisewski“ przez rzekę Wisłę w Tczewie – 150 lat eksploatacji (Die „Ließauer“ Straßenbrücke über den Weichselfluß in Dirschau – 150 Jahre der Benutzung) (2001) Inżynieria i Budownictwo, 57 (6), pp. 329-334. , S; Malinowski, M., (2001) O możliwościach modernizacji drogowego mostu „Lisewskiego“ przez rzekę Wisłę w Tczewie (Zu den Erneuerungsmöglichkeiten der „Ließauer“ Straßenbrücke über den Weichselfluß in Dirschau). 10th International Scientific Technical Conference “Metal Structures”, 3, pp. 241-248. , Gdańsk; Cywiński, Z., (2005) The old Wisla Bridge at Tczew – important monument of the civil engineering heritage. International Scientific-Practical Conference “Reconstruction”, 2, pp. 7-9. , Saint-Petersburg; Cywiński, Z., (2008) Sprawy estetyki starych mostów w Tczewie (Ästhetische Fragen der alten Brücken in Dirschau) VI Krajowa Konferencja „Estetyka Mostów“, pp. 43-48. , Warszawa-Jachranka, Materiały, S; Cywiński, Z., (2008) 150 years of an ironwork masterpiece: IX Ukrainian Scientific and Technical Conference “The Metalwork in Civil Engineering: State-of-the-Art and Perspectives”, pp. 59-60. , Kiev, Theses, and UkrNDIproyektstalkonstruktsja im. B.W. Shimanskovo, Naukovo-tekhnichnyj Zbirnik, wypusk 1; Affelt, W., (2009) Zabytkowy Most Tczewski – Konteksty (Die monumentale Dirschauer Brücke), , (Hrsg.), Wydawnictwo „Bernardinum”, Pelplin; Malinowski, M., Banaś, A., Kosecki, W., Windporski, H., (2016) Drogowy most przez rzekę Wisłę w Tczewie – Przeszłość-Teraźniejszość-Przyszłość 1857-2016. (Die Straßenbrücke über den Weichselfluß in Dirschau – Vergangenheit – Gegenwart – Zukunft 1857-2016), pp. 427-456. , Duże mosty wieloprzęsłowe,, Politechnika Wrocławska, Wrocław, S; Malinowski, M., Banaś, A., Jeszka, M., Sitarski, A., Kosecki, W., (2016) Modernizacja zabytkowych przęseł Lentze'a mostu drogowego przez Wisłę w Tczewie – Założenia i analizy numeryczne (Erneuerung der denkmalartigen Träger von Lentze der Straßenbrücke über die Weichsel in Dirschau – Annahmen und numerische Analysen), pp. 457-466. , Duże mosty wieloprzęsłowe,, Politechnika Wrocławska, Wrocław, S",,,,"Wiley Blackwell",,,,,00389145,,STAHA,,"English; German","Stahlbau",Article,"Final","",Scopus,2-s2.0-85028526177
"Boros V., Novák B., Pelke E.","56023114300;7103190176;6506180424;","The rescue of small rolled beams embedded in concrete bridge in Germany",2017,"Proceedings of the ICE - Engineering History and Heritage","170","3",,"134","142",,1,"10.1680/jenhh.16.00026","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029805679&doi=10.1680%2fjenhh.16.00026&partnerID=40&md5=ebe5690216c5c476d3bc45b02d455f90","Schömig-Plan Consulting Engineers, Stuttgart, Germany; University of Stuttgart, Stuttgart, Germany; Bridge Engineering Department, Hessen Mobil, Wiesbaden, Germany","Boros, V., Schömig-Plan Consulting Engineers, Stuttgart, Germany; Novák, B., University of Stuttgart, Stuttgart, Germany; Pelke, E., Bridge Engineering Department, Hessen Mobil, Wiesbaden, Germany","Iron sections embedded in concrete have been known from the beginning of the nineteenth century. This technology has been widely applied ever since and has proven to be a reliable technique for bridges with small spans. Nevertheless, the consideration of the bond between steel and concrete and the transverse load distribution of such structures has remained a broadly discussed topic among engineers. Demolition of a small German road bridge constructed in 1949 with this method was looming, as a conventional reassessment failed to provide the required load-bearing capacity. In an effort to save this historic bridge, the actual structural behaviour of the bridge was investigated by in situ testing. Displacement transducers and strain gauges mounted on selected steel beams recorded the behaviour during the application of static as well as travelling loads. Based on these results, the model for the transversal load distribution could be revised; thus, the bridge fulfilled the requirements after all. © 2017, ICE Publishing: All rights reserved.","Bridges; Composite structures; Field testing & monitoring","Bridges; Composite structures; Electric power plant loads; Transducers; Displacement transducer; Field testing; Historic bridges; In-situ testing; Load-bearing capacity; Structural behaviour; Transversal loads; Transverse load distributions; Concretes",,,,,,,,,,,,,,,,"(2011) Richtlinie Zur Nachrechnung Von Straßenbrücken Im Bestand, , Bundesministerium für Verkehr, Bau und Stadtentwickelung (Nachrechnungsrichtlinie). Bast, Bonn, Germany (in German); Beardmore, N., (1848) Constructing Walls, Piers and Breakwaters, , Patent 12199; Cambournac, L., Poutrelles en acier enrobées de béton (1932) In Association Internationale Des Ponts Et Charpentes, Mémoires (International Association of Bridge and Structural Engineering (Ed.)). Gebr, Leemann & Co., Zurich, Switzerland, 1, pp. 25-34. , (in French); Christophe, P., (1902) Le béton armé Et Ses Applications, , 2nd edn. Libraire Polytechnique Ch. Beranger, Paris, France. (in French); (2003) DB Richtlinie 804: Eisenbahnbrücken (Und Sonstige Ingenieurbauwerke) Planen, Bauen Und Instand Halten, , DB Netz AG, Frankfurt, Germany (in German); (1952) DIN 1072: Road and Foot Bridges; Design Loads, , DIN, Berlin Germany; Dodd, R., (1808) Improved Bridge Flooring Or Platforms, and Fireproof Floorings and Fireproof Roofings for Extensive Dwelling Houses, Warehouses and Mills, , British Patent 3141; Eggemann, H., Kurrer, K.E., Zur internationalen Verbreitung des Systems Melan seit 1892: Konstruktion und Brückenbau (2006) Beton- Und Stahlbetonbau, 101 (11), pp. 911-922. , http://dx.doi.org/10.1002/best.200690163, (in German); Eggemann, H., Kurrer, K.E., On the international propagation of the Melan arch system since 1892 (2009) In Proceedings of the Third International Congress on Construction History, 2, pp. 517-525. , (Kurrer KE, Lorenz W and Wetzk V (eds)). Neunplus1, Berlin, Germany; Emperger, F., (1912) Entwicklungsgeschichte Und Theorie Des Eisenbetons, 1. , 2nd edn. Handbuch des Eisenbetonbaus Ernst & Sohn, Berlin, Germany, (in German); Fox, H.H., (1844) Fire-Proof Roofs, Floors and Ceilings, , Patent 100047; Frost, F., (1822) Constructing Foundations, Piers, Walls, Ceilings, Arches, Columns, Pilasters, Mouldings, and Other Ornaments to Buildings, , Patent 4710; Gehler, W., Balkenbrücken (1931) In Handbuch Des Eisenbetonbaus, 6, pp. 442-455. , 3rd edn. (Emperger F (ed.)). Ernst & Sohn, Berlin, Germany, (in German); Hager, K., (1916) Vorlesungen über Eisenbetonbau, , Oldenbourg, Munich, Germany (in German); Humber, W., (1987) Practical Treatise on Cast and Wrought Iron Bridges and Girders, , Spon, London, UK; Koenen, M., Berechnung der Stärke der Monierschen Cementplatten (1886) Zentralblatt Der Bauverwaltung, 6 (47), p. 462. , (in German); Kommerell, O., (1911) Eisenbahnbrücken Aus Einbetonierten Walzträgern, , Ernst & Sohn, Berlin, Germany (in German); Melan, J., (1911) Der Brückenbau, , Band II: Steinerne Brücken und Brücken aus Beton - Eisen. Deuticke, Leipzig und Wien (in German); Pelke, E., Kurrer, K.E., On the evolution of steel–concrete composite construction (2015) 5Th International Congress on Construction History, 3–7 June, Chicago, IL, USA, 3, pp. 107-116; Ueber Betonbauten, insbesondere Betonbrücken (1886) Centralblatt Der Bauverwaltung, 6 (27), pp. 264-267. , (in German); Wolff, W., Brücken aus Walzeisenträgern mit Betonkappen (1907) Zentralblatt Der Bauverwaltung, 27 (51), pp. 340-343. , (in German)","Boros, V.; Schömig-Plan Consulting EngineersGermany; email: boros@schoemig-plan.de",,,"Thomas Telford Services Ltd",,,,,17579430,,,,"English","Proc. ICE Eng. Hist. Heritage",Article,"Final","",Scopus,2-s2.0-85029805679
"Krill A.","56625715700;","Recalculation of German concrete bridges considering the code ‘Nachrechnungsrichtlinie’",2017,"Proceedings of the ICE - Engineering History and Heritage","170","3",,"125","133",,1,"10.1680/jenhh.16.00022","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029801997&doi=10.1680%2fjenhh.16.00022&partnerID=40&md5=6c31d2d8a5d904c769eb73904a25e426","Departement Bridges, Ingenieurgruppe Bauen, Karlsruhe, Germany","Krill, A., Departement Bridges, Ingenieurgruppe Bauen, Karlsruhe, Germany","In 2011 the German client for highway bridges published a code which gives restrictive rules for the recalculation of old bridges in Germany, the ‘Nachrechnungsrichtlinie’ (NRR). It is based on the pre-norms of the actual Eurocodes (DIN EN 1992-1:2011-01, DIN EN 1992-2:2010-12, DIN EN 1992-2/NA:2013-04) and the so-called DIN-Fachberichte (DIN-Fachbericht 101:2009-03, DIN-Fachbericht 102:2009-03). The code ensures that all old bridges in Germany can be recalculated on a comparable level, to decide for the future which measures must be taken to use them further. Since 2011 Ingenieurgruppe Bauen has recalculated more than 50 concrete bridges in Germany, so that it is time to compile the experiences of this work. The paper deals with mechanical contemplations to show the design possibilities despite the restrictions of the code. It shows the importance of engineers having proficient knowledge of historic codes, traditional construction practices and old calculation methods. Only with this expertise can existing bridge structures be preserved for the future and remain part of the engineering heritage of society. © 2017, ICE Publishing: All rights reserved.","Bridges; Codes of practice & standards; Rehabilitation, reclamation & renovation","Codes (symbols); Concrete bridges; Concretes; Codes of practice; Engineering Heritage; Eurocodes; Existing bridge; Traditional constructions; Bridges",,,,,,,,,,,,,,,,"(2011) Richtlinie Zur Nachrechnung Von Straßenbrücken Im Bestand (Nachrechnungsrichtlinie), Ausgabe 05/2011 Mit 1. Ergänzung, Ausgabe 01/2015 (2015), , http://www.bast.de, Abteilung Straßenbau, BMVI, Berlin, Germany, accessed 25/04/2017) (in German); (2004) Can/Csa-A23.3-04: Design of Concrete Structures, , CSA, Mississauga, ON, Canada; (1985) DIN 1072:1985-12: Straßen-und Wegbrücken – Lastannahmen, , Beuth Verlag, Berlin, Germany (in German); (1995) DIN 4227-1/A1:1995-12: Spannbeton – Teil 1: Bauteile Aus Normalbeton Mit beschränkter Oder Voller Vorspannung, Änderung A1, , Beuth Verlag, Berlin, Germany (in German); (2009) Din-Fachbericht 102:2009-03: Betonbrücken, , Beuth Verlag, Berlin, Germany (in German); (2009) Din-Fachbericht 101:2009-03: Einwirkung Auf Brücken, , Beuth Verlag, Berlin, Germany (in German); (2010) DIN EN 1992-2:2010-12: Eurocode 2: Bemessung Und Konstruktion Von Stahlbeton- Und Spannbetontragwerken – Teil 2: Betonbrücken – Bemessungs- Und Konstruktionsregeln, Deutsche Fassung EN 1992-1-1:2004 + Europäische Berichtigung AC:2008, , Beuth Verlag, Berlin, Germany (in German); (2011) DIN EN 1992-1-1:2011-01: Eurocode 2: Bemessung Und Konstruktion Von Stahlbeton- Und Spannbetontragwerken – Teil 1-1: Allgemeine – Bemessungsregeln Und Regeln für Den Hochbau, Deutsche Fassung EN 1992-1-1:2004 + Europäische Berichtigung AC:2010, , Beuth Verlag, Berlin, Germany (in German); (2013) DIN EN 1992-2/NA:2013-04: Nationaler Anhang – National Festgelegte Parameter – Eurocode 2: Bemessung Und Konstruktion Von Stahlbeton- Und Spannbetontragwerken – Betonbrücken – Bemessungs- Und Konstruktionsregeln, , Beuth Verlag, Berlin, Germany (in German)","Krill, A.; Departement Bridges, Ingenieurgruppe Bauen, Germany; email: alfred.krill@ingenieurgruppe-bauen.de",,,"Thomas Telford Services Ltd",,,,,17579430,,,,"English","Proc. ICE Eng. Hist. Heritage",Article,"Final","",Scopus,2-s2.0-85029801997
"Prasanna Lakshmi G., Helen Santhi M., Sugumaran V.","57221472575;56901094500;6701729993;","Vibration test on RCC C slab bridge model for condition monitoring",2017,"International Journal of Civil Engineering and Technology","8","3",,"1034","1042",,1,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019422667&partnerID=40&md5=1ec13758944b7088cc8c4296de2068b2","Division of Structural Engineering, School of Mechanical and Building Sciences, VIT University, Chennai, 600127, India; Division of Mechanical Engineering, School of Mechanical and Building Sciences, VIT University, Chennai, 600127, India","Prasanna Lakshmi, G., Division of Structural Engineering, School of Mechanical and Building Sciences, VIT University, Chennai, 600127, India; Helen Santhi, M., Division of Structural Engineering, School of Mechanical and Building Sciences, VIT University, Chennai, 600127, India; Sugumaran, V., Division of Mechanical Engineering, School of Mechanical and Building Sciences, VIT University, Chennai, 600127, India","Continuous condition monitoring of bridge structures in India becomes essential because many of the bridges were constructed long ago with loading conditions as per old codal provisions. The bridges have become weak and distressed due to the increasing vehicular traffic which in turn reduces the performance and safety of the bridge. Also the information about the old bridges such as capacity information is not available. The problem is more pronounced in rural areas compared to urban places where visual inspection is frequent and necessary infrastructure is available for immediate revival. Vibration based condition monitoring detects structural integrity and conveys a warning message if the integrity is defective. This paper presents the condition monitoring of RCC slab bridge deck which is designed for rural areas, by conducting test on small scale model. The test specimen is a 1/4th scale deck slab of 1500 mm long, 1100 mm wide and 110 mm thick. The experimental and analytical results are presented in terms of frequency, deflection, crack width and stiffness. © IAEME Publication.","Accelerometer; Condition monitoring; Damage detection; Natural frequency; Vibration",,,,,,,,,,,,,,,,,"Shimoi, N., Saijo, M., Cuadra, C., Madokou, H., Comparison of Natural Frequencies of Vibration For a Bridge obtained from Measurements with Accelerometers And Piezoelectric Cable Sensor Second European Conference on Earthquake Engineering and Seismology, Istanbul Aug. 25-29, 2014; Tiwari, U., Civil Structural Health Monitoring Using FBG Sensors: Trends and Challenges Journal of the Indian Institute of Science, , Coden-JIISAD; (2013) IRC: 6-2014 Standard Specifications and Code of Practice for Bridges Section II Loads and Stresses, , Incorporating all amendments and Errata published up to December; (2013) IRC: 6-2014 Standard Specifications and Code of Practice for Bridges Section II Loads and Stresses, , Incorporating all amendments and Errata published up to December; Bouguera, K., Ahmed, E.A., El-Gamal, S., Benmokrane, B., Testing of full scale concrete bridge deck slabs reinforced with fibre-reinforced polymer (FRP) bars (2011) Construction and Building Materials, 25, pp. 3956-3965; IRC: SP:13-2004 Guidelines for the Design of Small Bridges and Culverts; IRC: SP: 20-2002 Rural Roads Manual; IRC: SP:37-2010 Guidelines for Evaluation of Load Carrying Capacity of Bridges, , 1st Revision; Nagata, S., Miyagawa, Y., Kanazawa, K., Reduction of Natural Frequency due to flexural cracks or shear cracks in Reinforced concrete Members 15th World Conference on Earthquake Engineering; IRC: SP:04-1996 Guidelines for Bridge Loadings Round the World; IS 10262(2009): Guidelines for Concrete Mix Design; El-Gamal, S.E., El-Salakawy, E.F., Benmokrane, B., Behaviour of concrete Bridge Deck Slabs Reinforced with FRP Bars under Concentrated Loads (2005) ACI Structural Journal, 102 (5). , September-October; Verma, S.K., Bhadauria, S.S., Akhtar, S., Review of Nondestructive Testing Methods for condition Monitoring of Concrete Structures Journal of Construction Engineering, 2013; Alampalli, S., Special issue on Nondestructive evaluation and testing for bridge inspection and evaluation Journal of Bridge Engineering ASCE, 17 (6), pp. 827-828; Shinde, I.J., Jadhav, D.B., Kadam, S.S., Ranbhare, P., Design And Development of A Multiconfiguration Beam Vibration Test Setup (2015) International Journal of Mechanical Engineering and Technology, 6 (5), pp. 25-33; Abbood, A.K.N., A Comparative Technical And Economical Study To Different Options Location For Bridge And Its Approaches (2013) International Journal of Civil Engineering and Technology, 4 (6), pp. 214-229; Hussain, A., Jan, S., Bridges Failures In Extreme Flood Events By Taking A Case Study International Journal of Civil Engineering and Technology, 7 (5), pp. 222-231",,,,"IAEME Publication",,,,,09766308,,,,"English","Int.J. Civ. Eng. Technol.",Article,"Final","",Scopus,2-s2.0-85019422667
"Lim S., Chung S., Chi S.","57191857429;37042915100;15073984400;","Developing a pattern model of damage types on bridge elements using big data analytics",2017,"ISARC 2017 - Proceedings of the 34th International Symposium on Automation and Robotics in Construction",,,,"849","855",,1,"10.22260/isarc2017/0119","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032341075&doi=10.22260%2fisarc2017%2f0119&partnerID=40&md5=669d38a5b76fa1d959a5cdd1a6087913","Department of Civil and Environmental Engineering, Seoul National University, South Korea","Lim, S., Department of Civil and Environmental Engineering, Seoul National University, South Korea; Chung, S., Department of Civil and Environmental Engineering, Seoul National University, South Korea; Chi, S., Department of Civil and Environmental Engineering, Seoul National University, South Korea","The number of over 30-year-old bridge structures has increased rapidly in Korea. Due to the lack of maintenance budget and professional inspectors, the demands for more effective and cost efficient bridge condition monitoring solutions have increased. The primary purpose of this study is to develop a model using big data analytics to recognize bridge damage patterns that show the relationships between bridge-related variables and damage types on different bridge elements. This research covered the total of 6,773 bridges in Korea and analyzed Bridge Management System (BMS) data with weather and contractor-related variables brought from the outside of the BMS database. After preprocessing, key predictors (i.e., independent variables) were selected by the association rule discovery algorithm and then damage patterns were extracted by decision tree. The pilot study results with the data originated from three cities in Korea, Ulju-gun, Inje-gun, and Mungyeong-si, showed that different predictors derived by region, and the extracted patterns implied geographical characteristics such as heavy snow and different construction capacities of contractors. The derived patterns were expected to give bridge inspectors prior information about the primary inspection area.","Big data analytics; Bridge Management; Damage pattern; Infrastructure maintenance; O&m","Advanced Analytics; Big data; Budget control; Condition monitoring; Contractors; Data Analytics; Decision trees; Robotics; Trees (mathematics); Association rule discovery; Bridge management; Bridge management system; Bridge structures; Damage pattern; Independent variables; Infrastructure maintenance; Maintenance budgets; Information management",,,,,"Seoul National University","This work was funded by the Promising-Pioneering Researcher Program through Seoul National University (SNU) in 2015.",,,,,,,,,,"Liang, Y., Wu, D., Liu, G., Li, Y., Gao, C., Ma, Z.J., Wu, W., Big data-enabled multiscale serviceability analysis for aging bridges (2016) Digital Communications and Networks, 2 (3), pp. 97-107; (2015) Yearbook of Road Bridges and Tunnels, , Ministry of Land, Infrastructure, and Transport of Korea; Adarkwa, O., Attoh-Okine, N., Prediction of structural deficiency ratio of bridges based on multiway data factorization (2016) ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, p. F4016002; Bu, G., Lee, J., Guan, H., Loo, Y., Prediction of long-term bridge performance: Integrated deterioration approach with case studies (2015) Journal of Performance of Constructed Facilities, 29 (3), p. 04014089; Huang, R., Mao, I.S., Lee, H., Exploring the deterioration factors of RC bridge decks: A rough set approach (2010) Computer-Aided Civil and Infrastructure Engineering, 25 (7), pp. 517-529; Melhem, H.G., Cheng, Y., Kossler, D., Scherschligt, D., Wrapper methods for inductive learning: Example application to bridge decks (2003) Journal of Computing in Civil Engineering, 17 (1), pp. 46-57; Huang, R., Hsu, W., Reliability-based component deterioration model for bridge lifecycle cost analysis (2005) Journal of Chinese Institute of Civil and Hydraulic Engineering, 17 (4), pp. 679-691; Creary, P.A., Fang, F.C., The data mining approach for analyzing infrastructure operating conditions (2013) Procedia - Social and Behavioral Sciences, 96, pp. 2835-2845; Han, J., Kamber, M., Pei, J., (2012) Data Mining: Concepts and Techniques, , Third Edition. Elsevier, Waltham, United States; Nie, N.H., Hull, C.H., Jenkins, J.G., Steinbrenner, K., Bent, D.H., (1975) SPSS Statistical Package for the Social Sciences, , Second Edition. McGraw-Hill, New York, United States; Morcous, G., Rivard, H., Hanna, A., Modeling bridge deterioration using case-based reasoning (2002) Journal of Infrastructure Systems, 8 (3), pp. 86-95; Kohavi, R., John, G.H., Wrappers for feature subset selection (1997) Artificial Intelligence, 97 (1-2), pp. 273-324; Rajeswari, K., Feature selection by mining optimized association rules based on apriori algorithm (2015) International Journal of Computer Applications, 119 (20); Slimani, T., Lazzez, A., (2014) Efficient Analysis of Pattern and Association Rule Mining Approaches, , ArXiv preprint arXiv: 1402.2892; Agrawal, R., Srikant, R., Fast algorithms for mining association rules (1994) Proceedings of 20th International Conference on Very Large Data Bases, 1215, pp. 487-499; Breiman, L., Friedman, J.H., Olshen, R.A., Stone, C.J., (1984) Classification and Regression Trees, , Wadsworth & Brooks. Monterey, CA; Huang, R., Chen, P.F., Analysis of influential factors and association rules for bridge deck deterioration with utilization of national bridge inventory (2012) Journal of Marine Science and Technology, 20 (3), pp. 336-344; Patidar, P., Tiwari, A., Handling missing value in decision tree algorithm (2013) International Journal of Computer Applications, 70 (13), pp. 31-36; Ture, M., Tokatli, F., Kurt, I., Using Kaplan-Meier analysis together with decision tree methods (C&RT, CHAID, QUEST, C4. 5 and ID3) in determining recurrence-free survival of breast cancer patients (2009) Expert Systems with Applications, 36 (2), pp. 2017-2026; Cusson, D., Lounis, Z., Daigle, L., Durability monitoring for improved service life predictions of concrete bridge decks in corrosive environments (2011) Computer-Aided Civil and Infrastructure Engineering, 26 (7), pp. 524-541","Lim, S.; Department of Civil and Environmental Engineering, South Korea; email: sorami@snu.ac.kr",,"Autodesk;CTCI Advances systems Inc., CTCI Resources Engineering Inc., CTCI Smart Engineering Corporation;CTCI Foundation;et al.;Fu Tsu Construction;RCS","International Association for Automation and Robotics in Construction I.A.A.R.C)","34th International Symposium on Automation and Robotics in Construction, ISARC 2017","28 June 2017 through 1 July 2017",,129554,,,,,"English","ISARC - Proc. Int. Symp. Autom. Robot. Constr.",Conference Paper,"Final","",Scopus,2-s2.0-85032341075
"Van Bogaert P.","7005373273;","Refurbishment of a heritage concrete tied arch bridge across river Lys",2017,"High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium",,,,"1968","1975",,1,"10.1007/978-3-319-59471-2_225","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025676313&doi=10.1007%2f978-3-319-59471-2_225&partnerID=40&md5=2d14946ee1f458cf4d9803591343fcd5","Civil Engineering Department, Faculty of Engineering and Architecture, Ghent University, Technologiepark 904, Ghent, 9052, Belgium","Van Bogaert, P., Civil Engineering Department, Faculty of Engineering and Architecture, Ghent University, Technologiepark 904, Ghent, 9052, Belgium","In the past, concrete arch bridges were built to cross moderate spans, whereas today the alternative of beam bridges is preferred. In view of their aging, it has become necessary to assess carefully the load-carrying capacity of these historic bridges. In the case of the seriously damaged Pontweg bridge, after inspection in 2012, the general opinion concluded that the bridge should be demolished and replaced. Nevertheless, the arch shape, the characteristic nodes and RC-hangers make this bridge a rare heritage structure. However, careful analysis and testing allowed to convince parties involved, that restoring the load-carrying capacity and refurbishment was possible. Both numerical simulation and dynamic testing have demonstrated the necessity to reinforce substantially the lower chord and the floorbeams. Due to the necessity of rebar splices an additional reinforcing beam was connected to the lower chord. The sealing of the arches and hangers was successful, due to the use of micromortar, whereas an unfortunate polymer-containing repair product of the deck, has modified the texture and appearance of these parts. Fortunately, the arches and hangers have kept most of the concrete colour and texture and show the effort made to preserve the bridge. At present a load test is being considered. Replacing the movable bearings required temporary lifting of one side of the bridge. This demonstrates that an adequate type of repair product is important to preserve the characteristic aspect and texture of historic arch structures. © Springer International Publishing AG 2018.","Arch stability; Conservation; Historic arch bridge; Load-carrying capacity; Refurbishment","Arches; Bridges; Concretes; Conservation; Load limits; Load testing; Loads (forces); Repair; Analysis and testing; Characteristic node; Concrete arch bridges; Dynamic testing; Heritage structures; Historic bridges; Refurbishment; Tied arch bridges; Arch bridges",,,,,,,,,,,,,,,,"Inventory of Heritage Buildings and Structures in Flemish Community, , https://inventaris.onroerenderfgoed.be/aanduidingsobjecten/10616SCE; Van Bogaert, P., Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge (2012) Proceedings 3rd International Symposium on Life-cycle Civil Engineering, IALCCE 2012, pp. 191-192. , Vienna, CRC Press Balkema; (2011) National Annex to EN 1991-2 Eurocode 1 Actions on Structures - Part 2, , NBN Brussels, October","Van Bogaert, P.; Civil Engineering Department, Technologiepark 904, Belgium; email: philippe.vanbogaert@ugent.be","Lukovic M.Hordijk D.A.","Bam;Cement and Beton Centrum;et al.;Rijkswaterstaat - Ministry of Infrastructure and the Environment;Van Hattum en Blankevoort;VolkerInfra","Springer International Publishing","2017 fib Symposium - High Tech Concrete: Where Technology and Engineering Meet","12 June 2017 through 14 June 2017",,128482,,9783319594705,,,"English","High Tech Concr.: Where Technol. Eng. Meet - Proc. fib Symp.",Conference Paper,"Final","",Scopus,2-s2.0-85025676313
"Kawano Y., Nishido T., Mikami T., Ikushima K.","56927601800;6603752502;55118916900;7003556209;","A Suggestion of Health Monitoring for Road Bridge Shoes",2017,"Procedia Engineering","188",,,"271","277",,1,"10.1016/j.proeng.2017.04.484","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020471634&doi=10.1016%2fj.proeng.2017.04.484&partnerID=40&md5=6df7518fb38a36e68ddd8d350e783fd3","IHI Inspection and Instrumentation Co., Ltd., 6-17, Fukuura, 2-chome, Kanazawa, Yokohama, Kanagawa, 236-0004, Japan; Department of Applied Physics, Tokyo University of Agriculture and Technology, 2-24-16 Nakacho, Koganei, Tokyo, 184-8588, Japan; IHI Inspection and Instrumentation Co., Ltd., 25-3, Minami-Ohi 6-chome, Shinagawa-ku, Tokyo, 140-0013, Japan","Kawano, Y., IHI Inspection and Instrumentation Co., Ltd., 6-17, Fukuura, 2-chome, Kanazawa, Yokohama, Kanagawa, 236-0004, Japan, Department of Applied Physics, Tokyo University of Agriculture and Technology, 2-24-16 Nakacho, Koganei, Tokyo, 184-8588, Japan; Nishido, T., IHI Inspection and Instrumentation Co., Ltd., 6-17, Fukuura, 2-chome, Kanazawa, Yokohama, Kanagawa, 236-0004, Japan; Mikami, T., IHI Inspection and Instrumentation Co., Ltd., 25-3, Minami-Ohi 6-chome, Shinagawa-ku, Tokyo, 140-0013, Japan; Ikushima, K., Department of Applied Physics, Tokyo University of Agriculture and Technology, 2-24-16 Nakacho, Koganei, Tokyo, 184-8588, Japan","In recent years, the number of old bridges has remarkably increased in Japan. A periodic monitoring of them is necessary in order to confirm their security. This monitoring can lead to early warnings and prediction of potential problems and help in the planning of the necessary maintenance interventions and enables the damage assessment after earthquakes. Deterioration of shoes of bridges becomes remarkable recently. The shoes are a part absorbing the expansion and contraction of the bridges by the temperature change. When the shoes do not function, various problems appear on supporting beams and floor. In this paper, we describe about the shoe measurement results at the actual field. © 2016 Published by Elsevier Ltd.","bridge; masurement; monitoring; sensor; shoe","Bridges; Damage detection; Deterioration; Monitoring; Sensors; Damage assessments; Expansion and contraction; Health monitoring; masurement; Periodic monitoring; Potential problems; shoe; Temperature changes; Structural health monitoring",,,,,"Japan Society for the Promotion of Science, JSPS: 17H02808",,,,,,,,,,,"Glisic, B., Inaudi, D., Monitoring of building columns during construction (2003) 5th Asia Pacific Structural Engineering & Construction Conference(APSEC), pp. 593-606. , August 26-28, Johor Bahru, Malaysia; Mikami, T., Nishizawa, T., Structural health monitoring with fiber optic sensors SEWC2002, Structural Engineers World Congress, , Yokohama, Japan, T9-1-d-1","Kawano, Y.; IHI Inspection and Instrumentation Co., 6-17, Fukuura, 2-chome, Japan; email: y_kawano@iic.ihi.co.jp","Chiu W.K.Galea S.Mita A.Takeda N.","Australian Government Department of Defence;EMBRAER;GLOBAL Office of Naval Research science and technology;MONASH University;OLYMPUS","Elsevier Ltd","6th Asia Pacific Workshop on Structural Health Monitoring, APWSHM 2016","7 December 2016 through 9 December 2016",,135958,18777058,,,,"English","Procedia Eng.",Conference Paper,"Final","All Open Access, Gold",Scopus,2-s2.0-85020471634
"Bahreini V., Pouraminian M., Tabaroei A.","55987249200;56415080400;57193714604;","Seismic sensitivity analysis of Musa Palas historic masonry arch bridge by Tornado diagram",2022,"Journal of Building Pathology and Rehabilitation","7","1","71","","",,,"10.1007/s41024-022-00215-9","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85134496507&doi=10.1007%2fs41024-022-00215-9&partnerID=40&md5=db25209b1300320cd4a565613f7d9c8b","Department of Civil Engineering, Dashtestan Branch, Islamic Azad University, Dashtestan, Iran; Department of Civil Engineering, Ramsar Branch, Islamic Azad University, Ramsar, Iran; Department of Civil Engineering, Eshragh Institute of Higher Education, Bojnourd, Iran","Bahreini, V., Department of Civil Engineering, Dashtestan Branch, Islamic Azad University, Dashtestan, Iran; Pouraminian, M., Department of Civil Engineering, Ramsar Branch, Islamic Azad University, Ramsar, Iran; Tabaroei, A., Department of Civil Engineering, Eshragh Institute of Higher Education, Bojnourd, Iran","Historic arch bridges have good gravitational load-bearing capacity. But they are usually vulnerable to seismic loads. Seismic vulnerability analysis and structural behavior assessment of this building requires information on the materials used in the bridge. Due to the limitation of destructive and semi-destructive tests on this constructions and also less information about internal materials of historic bridges, it is necessary to consider the uncertainties in the of bridge material properties in the seismic analysis of the historic arch bridge. In this research, the Tornado diagram is utilized to sensitivity analysis due to dispersion of material properties. The seismic sensitivity analysis of the Musa Palas Arch bridge was performed as a case study. The ANSYS finite element software has been used for structural modeling and analysis. The variable parameters including elasticity modulus and density are considered for each of the main components of the bridge. The El Centro earthquake record was utilized to seismic loading in both of the river stream and cross stream directions. The linear elastic behavior of the masonry materials is adopted in the dynamic analyzes. The out of plane results, include stresses and displacements are more critical than in-plane ones. The results showed that both variable parameters are effective in the structural responses. The elasticity modulus of bridge backfill materials is the most effective variable in maximum compression stress and maximum horizontal deflection. Also, density of infilled material is the most effective variable in maximum tensile stress. © 2022, The Author(s), under exclusive licence to Springer Nature Switzerland AG.","Finite element method; Masonry arch bridge; Sensitivity analysis; Time response analysis; Tornado diagram",,,,,,,,,,,,,,,,,"Brencich, A., Sabia, D., Experimental identification of a multi-span masonry bridge: the Tanaro Bridge (2008) Constr Build Mater, 22 (10), pp. 2087-2099; Casas, J.R., Reliability-based assessment of masonry arch bridges (2011) Constr Build Mater, 25 (4), pp. 1621-1631; Hradil, P., Žák, J., Novák, D., Lavický, M., Stochastic analysis of historical masonry structures (2001) Historical Constructions, , Lourenço PB, Roca P; Micic, T., Asenov, M., Probabilistic model for ageing masonry walls (2015) 12Th ICASP12, , Vancouver, Canada; Pouraminian, M., Pourbakhshian, S., Hosseini, M.M., Reliability analysis of Pole Kheshti historical arch bridge under service loads using SFEM (2019) J Build Pathol Rehabil, 4 (1), p. 21; Pouraminian, M., Pourbakhshian, S., Farsangi, E.N., Berenji, S., Borujeni, S.K., Asl, M.M., Hosseini, M.M., Reliability-based safety evaluation of the BISTOON historic masonry arch bridge (2020) Civ Environ Eng Rep, 30 (1), pp. 87-110; Pouraminian, M., Multi-hazard reliability assessment of historical brick minarets (2022) J Build Pathol Rehabil, 7 (1), pp. 1-2; Rahgozar, N., Pouraminian, M., Rahgozar, N., Reliability-based seismic assessment of controlled rocking steel cores (2021) J Build Eng, 1 (44); (2005) Ulteriori Modifiche Ed Integrazioni All'opcm 3274/03, , in Italian); Part 8: Design and construction of masonry buildings, the office of development and promotion of national building regulations (Ministry of Roads and Urban Development) (2019) Revision 3; Kayhani, A., Drabanian, R., Mohsenian, V., Naderi, R., Probabilistic assessment of the effects of the uncertainty on the seismic performance of steel frames equipped with tuned mass damper (2018) Sharif J Civ Eng, 34 (2), pp. 41-50; Özmen, A., Sayın, E., Linear dynamic analysis of a masonry arch bridge (2018) CIEA 2018, pp. 20-22. , Sep, Sivas, Turkey; Ansys, A.M.A., Basic Analysis Guide. Release 15.0, p. 275. , ANSYS. Inc, Southpointe; Pouraminian, M., Hosseini, M., Seismic safety evaluation of Tabriz historical citadel using finite element and simplified kinematic limit analyses (2014) Indian J Sci Technol, 7 (4), p. 409; Sadeghi, A.R., Pouraminian, M.A., An investigation of the vulnerability of Arge Tabriz (Tabriz Citadel) (2010) 8Th International Masonry Conference in Dresden, , 2010, July; Asteris, P.G., Douvika, M.G., Apostolopoulou, M., Moropoulou, A., Seismic and restoration assessment of monumental masonry structures (2017) Materials, 10 (8), p. 895","Pouraminian, M.; Department of Civil Engineering, Iran; email: majid.pouraminian@iau.ac.ir",,,"Springer Nature",,,,,23653159,,,,"English","J. Build. Pathol. Rehabilit.",Article,"Final","",Scopus,2-s2.0-85134496507
"Pantò B., Grosman S., Macorini L., Izzuddin B.A.","36721847200;57204678999;6507066286;7003748002;","A macro-modelling continuum approach with embedded discontinuities for the assessment of masonry arch bridges under earthquake loading",2022,"Engineering Structures","269",,"114722","","",,,"10.1016/j.engstruct.2022.114722","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85136086473&doi=10.1016%2fj.engstruct.2022.114722&partnerID=40&md5=a2d96005d37461c05358fdfef0af6970","Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London, SW7 2AZ, United Kingdom; Department of Engineering, Durham University, Durham, United Kingdom","Pantò, B., Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London, SW7 2AZ, United Kingdom, Department of Engineering, Durham University, Durham, United Kingdom; Grosman, S., Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London, SW7 2AZ, United Kingdom; Macorini, L., Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London, SW7 2AZ, United Kingdom; Izzuddin, B.A., Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London, SW7 2AZ, United Kingdom","The paper presents a novel effective macro-modelling approach for masonry arches and bridges under cyclic loading, including dynamic actions induced by earthquakes. It utilises an anisotropic material model with embedded discontinuities to represent masonry nonlinearities. Realistic numerical simulations of masonry arch bridges under static and dynamic loading require accurate models representing the anisotropic nature of masonry and material nonlinearity due to opening and closure of tensile cracks and shear sliding along mortar joints. The proposed 3D modelling approach allows for masonry bond via simple calibration, and enables the representation of tensile cracking, crushing and shear damage in the brickwork. A two-scale representation is adopted, where 3D continuum elements at the structural scale are linked to embedded nonlinear interfaces representing the meso-structure of the material. The potential and accuracy of the proposed approach are shown in numerical examples and comparisons against physical experiments on masonry arches and bridges under cyclic static and dynamic loading. © 2022 The Authors","Earthquake engineering; Environmental actions; Finite element method; Historical bridges; Macroscale finite element models; Mesoscale models; Nonlinear dynamic analyses; Seismic analyses","3D modeling; Anisotropy; Arch bridges; Arches; Dynamic loads; Earthquake engineering; Earthquakes; Engineering geology; Masonry bridges; Masonry construction; Masonry materials; Environmental action; Finite element modelling (FEM); Historical bridges; Macro-modelling; Macro-models; Macroscale finite element model; Macroscales; Meso-scale modeling; Non-linear dynamic analysis; Seismic analysis; Finite element method; bridge; cyclic loading; dynamic analysis; earthquake engineering; finite element method; masonry; nonlinearity; seismic response; three-dimensional modeling",,,,,"H2020 Marie Skłodowska-Curie Actions, MSCA: 846061","Marie Skłodowska-Curie Individual fellowship under Grant Agreement 846061 (Project Title: Realistic Assessment of Historical Masonry Bridges under Extreme Environmental Actions, “RAMBEA”, https://cordis.europa.eu/project/id/846061.","The authors gratefully acknowledge support from the Marie Skłodowska-Curie Individual fellowship under Grant Agreement 846061 (Project Title: Realistic Assessment of Historical Masonry Bridges under Extreme Environmental Actions, “RAMBEA”, https://cordis.europa.eu/project/id/846061.",,,,,,,,,"Melbourne, C., McKibbins, L.D., Sawar, N., Gaillard, C.S., Masonry arch bridges: condition appraisal and remedial treatment (2006), CIRIA London; Ural, A., Oruç, Ş., Doğangün, A., Tuluk, Ö.İ., Turkish historical arch bridges and their deteriorations and failures (2008) Eng Fail Anal, 15 (1-2), pp. 43-53; Oliveira, D.V., Lourenço, P.B., (2004), Repair of stone masonry arch bridges. In: Proceedings of the 4th International Conference on Arch Bridges. Barcelona, Spain: CIMNE;; Sarhosis, V., De Santis, S., de Felice, G., A review of experimental investigations and assessment methods for masonry arch bridges (2016) Struct Infrastruct Eng, 12 (11), pp. 1439-1464; Augusthus-Nelson, L., Swift, G., Melbourne, C., Smith, C., Gilbert, M., Large-scale physical modelling of soil-filled masonry arch bridges (2018) Int J Phys Model Geotech, 18 (2), pp. 81-94; Callaway, P., Gilbert, M., Smith, C.C., (2012), 165, pp. 147-157. , Influence of backfill on the capacity of masonry arch bridges. In: Proceedings of the institution of civil engineers-bridge engineering, (3). Thomas Telford Ltd; Gilbert, M., Smith, C.C., Wang, J., Callaway, P.A., Melbourne, C., (2007), 7, pp. 381-388. , Small and large-scale experimental studies of soil-arch interaction in masonry bridges. In: 5th international conference on arch bridges ARCH; Melbourne, C., Gilbert, M., Wagstaff, M., The collapse behaviour of multispan brickwork arch bridges (1997) Struct Eng, 75 (17); Royles, R., Hendry, A.W., Model tests on masonry arches (1991) Proc Inst Civ Eng, 91 (2), pp. 299-321; Melbourne, C., Holm, G., Bien, J., Casas, J.R., Tommor, A., Bengtsson, P.E., Kaminski, T., Molins, C., Masonry arch bridges: sustainable bridges background document 4.7; Melbourne, C., Tomor, A.K., Wang, J., (2004), pp. 375-384. , Cyclic load capacity and endurance limit of multi-ring masonry arches. In: Proceedings of the 4th international conference on arch bridges. 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In Proceedings of the 5th international conference on arch bridges, Madeira, Portugal; Zampieri, P., Zanini, M.A., Faleschini, F., Derivation of analytical seismic fragility functions for common masonry bridge types: methodology and application to real cases (2016) Eng Fail Anal, 1 (68), pp. 275-291; Audenaert, A., Fanning, P., Sobczak, L., Peremans, H., 2-D analysis of arch bridges using an elasto-plastic material model (2008) Eng Struct, 30 (3), pp. 845-855; Gago, A.S., Alfaiate, J., Lamas, A., The effect of the infill in arched structures: Analytical and numerical modelling (2011) Eng Struct, 33 (5), pp. 1450-1458; Sarhosis, V., Forgács, T., Lemos, J.V., A discrete approach for modelling backfill material in masonry arch bridges (2019) Comput Struct, 1 (224); Thavalingam, A., Bicanic, N., Robinson, J.I., Ponniah, D.A., Computational framework for discontinuous modelling of masonry arch bridges (2001) Comput Struct, 79 (19), pp. 1821-1830; Fanning, P.J., Boothby, T.E., Three-dimensional modelling and full-scale testing of stone arch bridges (2001) Comput Struct, 79 (29-30), pp. 2645-2662; Milani, G., Lourenço, P.B., 3D non-linear behavior of masonry arch bridges (2012) Comput Struct, 1 (110), pp. 133-150; Conde, B., Ramos, L.F., Oliveira, D.V., Riveiro, B., Solla, M., Structural assessment of masonry arch bridges by combination of non-destructive testing techniques and three-dimensional numerical modelling: Application to Vilanova bridge (2017) Eng Struct, 1 (148), pp. 621-638; Zhang, Y., Tubaldi, E., Macorini, L., Izzuddin, B.A., Mesoscale partitioned modelling of masonry bridges allowing for arch-backfill interaction (2018) Constr Build Mater, 10 (173), pp. 820-842; Tubaldi, E., Macorini, L., Izzuddin, B.A., Three-dimensional mesoscale modelling of multi-span masonry arch bridges subjected to scour (2018) Eng Struct, 15 (165), pp. 486-500; Pulatsu, B., Erdogmus, E., Lourenço, P.B., Comparison of in-plane and out-of-plane failure modes of masonry arch bridges using discontinuum analysis (2019) Eng Struct, 178, pp. 24-36; Caddemi, S., Caliò, I., Cannizzaro, F., D'Urso, D., Occhipinti, G., Pantò, B., A parsimonious 3D Discrete Macro-Element method for masonry arch bridges. In: Proceedings of 10th IMC, international masonry conference, 2018 July, Milan, Italy; Zampieri, P., Zanini, M.A., Modena, C., Simplified seismic assessment of multi-span masonry arch bridges (2015) Bull Earthq Eng, 13 (9), pp. 2629-2646; Pelà, L., Aprile, A., Benedetti, A., Comparison of seismic assessment procedures for masonry arch bridges (2013) Constr Build Mater, 38, pp. 381-394; Pelà, L., Aprile, A., Benedetti, A., Seismic assessment of masonry arch bridges (2009) Eng Struct, 31 (8), pp. 1777-1788; (2017), DIANA FEA DIANA User's Manual – Release 10.1. Delft, Netherlands; Chisari, C., Macorini, L., Izzuddin, B.A., Multiscale model calibration by inverse analysis for nonlinear simulation of masonry structures under earthquake loading (2020) Int J Multiscale Comput Eng, 18 (2); Pantò, B., Chisari, C., Macorini, L., Izzuddin, B.A., A hybrid macro-modelling strategy with multi-objective calibration for accurate simulation of multi-ring masonry arches and bridges (2022) Comput Struct, 265; Bertolesi, E., Adam, J.M., Rinaudo, P., Calderón, P.A., Research and practice on masonry cross vaults–A review (2019) Eng Struct, 180, pp. 67-88; Milani, G., Tralli, A., A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature structures (2012) Int J Solids Struct, 49 (5), pp. 808-834; Bertolesi, E., Milani, G., Casolo, S., Homogenization towards a mechanistic Rigid Body and Spring Model (HRBSM) for the non-linear dynamic analysis of 3D masonry structures (2018) Meccanica, 53 (7), pp. 1819-1855; Bertolesi, E., Silva, L.C., Milani, G., Validation of a two-step simplified compatible homogenisation approach extended to out-plane loaded masonries (2019) Int J Masonry Res Innovation, 4 (3), pp. 265-296; Sarhosis, V., Oliveira, D.V., Lemos, J.V., Lourenço, P.B., The effect of skew angle on the mechanical behaviour of masonry arches (2014) Mech Res Commun, 61, pp. 53-59; Cannizzaro, F., Pantò, B., Caddemi, S., Caliò, I., A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches (2018) Eng Struct, 168, pp. 243-256; Pantò, B., Macorini, L., Izzuddin, B.A., A two-level macroscale continuum description with embedded discontinuities for nonlinear analysis of brick/block masonry (2022) Comput Mech, 69 (3), pp. 865-890; Minga, E., Macorini, L., Izzuddin, B.A., A 3D mesoscale damage-plasticity approach for masonry structures under cyclic loading (2018) Meccanica, 53 (7), pp. 1591-1611; Gambarotta, L., Lagomarsino, S., Damage models for the seismic response of brick masonry shear walls. 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Eindhoven, Netherland: Eindhoven University of Technology;; Tubaldi, E., Macorini, L., Izzuddin, B.A., Identification of critical mechanical parameters for advanced analysis of masonry arch bridges (2020) Struct Infrastruct Eng, 16 (2), pp. 328-345; Ambraseys, N., Smit, P., Douglas, J., Margaris, B., Sigbjörnsson, R., Olafsson, S., Internet site for European strong-motion data (2004) Bollettino di geofisica teorica ed applicata, 45 (3), pp. 113-129; Ambraseys, N., Smit, P., Douglas, J., Margaris, B., Sigbjörnsson, R., Olafsson, S., Internet site for European strong-motion data (2004) Bollettino di geofisica teorica ed applicata, 45 (3), pp. 113-129","Pantò, B.; Department of Engineering, United Kingdom; email: bartolomeo.panto@durham.ac.uk",,,"Elsevier Ltd",,,,,01410296,,ENSTD,,"English","Eng. Struct.",Article,"Final","All Open Access, Hybrid Gold, Green",Scopus,2-s2.0-85136086473
"Deng Y., Jia Y., Li Y., Li A.","55218285200;57811731000;57217539330;7403291516;","Structural Parameter Identification of Ancient Stone Arch Bridge via Three-Dimensional Laser Ranger Scanning",2022,"Journal of Performance of Constructed Facilities","36","5","04022041","","",,,"10.1061/(ASCE)CF.1943-5509.0001752","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85134527126&doi=10.1061%2f%28ASCE%29CF.1943-5509.0001752&partnerID=40&md5=d5be7e368d7209a46a65bde455496439","School Of Civil And Transportation Engineering, Beijing Univ. Of Civil Engineering And Architecture, Zhanlanguan Rd. No. 1, Beijing, 100044, China; Beijing Advanced Innovation Center For Future Urban Design, Zhanlanguan Rd. No. 1, Beijing, 100044, China; School Of Civil Engineering, Southeast Univ., Southeast University, Rd. No. 2, Nanjing, 211189, China","Deng, Y., School Of Civil And Transportation Engineering, Beijing Univ. Of Civil Engineering And Architecture, Zhanlanguan Rd. No. 1, Beijing, 100044, China, Beijing Advanced Innovation Center For Future Urban Design, Zhanlanguan Rd. No. 1, Beijing, 100044, China; Jia, Y., School Of Civil And Transportation Engineering, Beijing Univ. Of Civil Engineering And Architecture, Zhanlanguan Rd. No. 1, Beijing, 100044, China; Li, Y., School Of Civil Engineering, Southeast Univ., Southeast University, Rd. No. 2, Nanjing, 211189, China; Li, A., School Of Civil And Transportation Engineering, Beijing Univ. Of Civil Engineering And Architecture, Zhanlanguan Rd. No. 1, Beijing, 100044, China, Beijing Advanced Innovation Center For Future Urban Design, Zhanlanguan Rd. No. 1, Beijing, 100044, China, School Of Civil Engineering, Southeast Univ., Southeast University, Rd. No. 2, Nanjing, 211189, China","Stone arch bridges are symbols of a shared civil engineering heritage worldwide, but they suffer from damage caused by various natural disasters that have occurred during their long service. The basis of ancient bridge preservation is the current situation assessment. This study proposes a structural parameter identification method for stone arch bridges via three-dimensional (3D) laser scanning. An automatic algorithm of arch axis extraction from massive point cloud data is developed and applied to the 800-year-old Lugou Bridge (LGB) in Beijing, and its structural parameters are identified from the extracted arch axis. The results reveal that the LGB's arch axis is close to the arc curve. The axis extraction is accurate and the identification method is reliable, when compared to field measurement. The relative deformation between the upstream and downstream sides of each arch and the relative deviations of the clear rise and span between two longitudinally symmetric arches are manifestly large. This study extends the current identification methods for bridge heritage based on a 3D point cloud and provides a useful basis upon which to protect ancient arch bridges. © 2022 American Society of Civil Engineers.","Ancient stone arch bridge; Arch axis; Arch clear rise; Arch clear span; Automatic extraction algorithm; Three-dimensional (3D) laser scanning","Arch bridges; Disasters; Extraction; Laser applications; Parameter estimation; Scanning; 3D Laser scanning; Ancient stone arch bridge; Arch axis; Arch clear rise; Arch clear span; Automatic extraction; Automatic extraction algorithm; Extraction algorithms; Stone-arch bridges; Three-dimensional (3d) laser scanning; Arches",,,,,"National Natural Science Foundation of China, NSFC: 51878027, 51978033; National Key Research and Development Program of China, NKRDPC: 2019YFC1520800","This work was supported by the National Key R&D Program of China (Grant No. 2019YFC1520800) and the National Natural Science Foundation of China (Grant Nos. 51978033 and 51878027). The authors thank those teachers and students of Beijing University of Civil Engineering and Architecture who participated in the scanning work. The authors also thank the staff of the Lugou Bridge Cultural Tourism Area for their help. We thank LetPub (www .letpub.com) for its linguistic assistance during the preparation of this manuscript.",,,,,,,,,,"Alamdari, M.M., Ge, L., Kildashti, K., Zhou, Y., Harvey, B., Du, Z., Non-contact structural health monitoring of a cable-stayed bridge: Case study (2019) Struct. Infrastruct. Eng., 15 (8), pp. 1119-1136. , https://https://doi.org/10.1080/15732479.2019.1609529; Bayraktar, A., Hökelekli, E., Seismic performances of different spandrel wall strengthening techniques in masonry arch bridges (2021) Int. J. Archit. Heritage, 15 (11), pp. 1722-1740. , https://https://doi.org/10.1080/15583058.2020.1719234; Cha, G., Park, S., Oh, T., A terrestrial LiDAR-based detection of shape deformation for maintenance of bridge structures (2019) J. Constr. Eng. 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In Vols. of, Freienbach, Switzerland: Trans Tech Publications; Harper, D., (2013) China, , Footscray, VIC, Australia: Lonely Planet; Kwiatkowski, J., Anigacz, W., Beben, D., Comparison of non-destructive techniques for technological bridge deflection testing (2020) Materials (Basel, Switzerland), 13 (8), p. 1908. , https://https://doi.org/10.3390/ma13081908; Lin, W., Yoda, T., (2017) Bridge engineering: Classifications, design loading, and analysis methods, , Amsterdam, Netherlands: Butterworth-Heinemann; Lõhmus, H., Ellmann, A., Märdla, S., Idnurm, S., Terrestrial laser scanning for the monitoring of bridge load tests-Two case studies (2018) Surv. Rev., 50 (360), pp. 270-284. , https://https://doi.org/10.1080/00396265.2016.1266117; Lv, C., Lin, W., Zhao, B., Approximate intrinsic voxel structure for point cloud simplification (2021) IEEE Trans. Image Process., 30 (AUG), pp. 7241-7255. , https://https://doi.org/10.1109/TIP.2021.3104174; McNeely, D.K., Archer, G.C., Smith, K.N., Structural analysis of old stone arch bridges (1989) Can. J. Civ. Eng., 16 (6), pp. 789-797. , https://https://doi.org/10.1139/l89-122; Oskoui, E.A., Taylor, T., Ansari, F., Method and monitoring approach for distributed detection of damage in multi-span continuous bridges (2019) Eng. Struct., 189 (JUN), pp. 385-395. , https://https://doi.org/10.1016/j.engstruct.2019.02.037; Park, H.S., Lee, H.M., Adeli, H., Lee, I., A new approach for health monitoring of structures: Terrestrial laser scanning (2007) Comput.-Aided Civ. Infrastruct. 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Control Health Monit, 25 (3), p. 2126. , https://https://doi.org/10.1002/stc.2126; Shao, X., (2004) Bridge engineering, , Beijing: China Communications Press; Solla, M., Riveiro, B., Lorenzo, H., Armesto, J., Ancient stone bridge surveying by ground-penetrating radar and numerical modeling methods (2014) J. Bridge Eng., 19 (1), pp. 110-119. , https://https://doi.org/10.1061/(ASCE)BE.1943-5592.0000497; Tang, P., Akinci, B., Automatic execution of workflows on laser-scanned data for extracting bridge surveying goals (2012) Adv. Eng. Inf., 26 (4), pp. 889-903. , https://https://doi.org/10.1016/j.aei.2012.07.004; Wang, G., Wu, L., Hu, Y., Song, M., Point cloud simplification algorithm based on the feature of adaptive curvature entropy (2021) Meas. Sci. 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Wuhan Univ., 40 (3), pp. 395-400. , [In Chinese.]; Zhou, Y., Xiang, Z., Zhang, X., Wang, Y., Han, D., Ying, C., Mechanical state inversion method for structural performance evaluation of existing suspension bridges using 3D laser scanning (2022) Comput.-Aided Civ. Infrastruct. Eng., 37 (5), pp. 650-665. , https://https://doi.org/10.1111/mice.12765; Ziolkowski, P., Szulwic, J., Miskiewicz, M., Deformation analysis of a composite bridge during proof loading using point cloud processing (2018) Sensors (Basel), 18 (12), p. 4332. , https://https://doi.org/10.3390/s18124332","Li, Y.; School Of Civil Engineering, Rd. No. 2, China; email: liyuhang@stu.bucea.edu.cn",,,"American Society of Civil Engineers (ASCE)",,,,,08873828,,JPCFE,,"English","J. Perform. Constr. Facil.",Article,"Final","",Scopus,2-s2.0-85134527126
"Sakcalı G.B., Gönül A., Bağbancı M.B., Yüksel İ.","57396234000;57913793500;55532145600;14832018700;","Linear/Nonlinear Dynamic Analysis and Prediction of Failure Mechanism of Irgandi Bridge",2022,"Periodica Polytechnica Civil Engineering","66","4",,"1248","1261",,,"10.3311/PPci.20355","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85139107920&doi=10.3311%2fPPci.20355&partnerID=40&md5=c51bc1b66488b80e77f8e8ae3680dda8","Department of Civil Engineering, Faculty of Engineering and Natural Sciences, Bursa Technical University, Yıldırım Bayezid Campus, Bursa, 16330, Turkey; Department of Architecture, Faculty of Architecture and Design, Bursa Technical University, Yıldırım Bayezid Campus, Bursa, 16330, Turkey; Department of Architecture, Faculty of Architecture, Bursa Uludağ University, Görükle Campus, Bursa, 16285, Turkey","Sakcalı, G.B., Department of Civil Engineering, Faculty of Engineering and Natural Sciences, Bursa Technical University, Yıldırım Bayezid Campus, Bursa, 16330, Turkey; Gönül, A., Department of Architecture, Faculty of Architecture and Design, Bursa Technical University, Yıldırım Bayezid Campus, Bursa, 16330, Turkey, Department of Architecture, Faculty of Architecture, Bursa Uludağ University, Görükle Campus, Bursa, 16285, Turkey; Bağbancı, M.B., Department of Architecture, Faculty of Architecture, Bursa Uludağ University, Görükle Campus, Bursa, 16285, Turkey; Yüksel, İ., Department of Civil Engineering, Faculty of Engineering and Natural Sciences, Bursa Technical University, Yıldırım Bayezid Campus, Bursa, 16330, Turkey","The goal of this study is to investigate the behavior and failure mechanism of historical Irgandi Bridge located in Bursa City under earthquake loads by using linear and nonlinear dynamic analysis. Dynamic characteristics of the bridge is investigated by using in-situ Operational Modal Analysis (OMA) tests. The finite element model is updated according to the OMA tests. Three different artificial earthquake records from weak to very strong are applied to the model for understanding the damage zones and the failure mechanism of the historical bridge. The results show that the bridge does not reach the failure mechanism under weak earthquakes for nonlinear dynamic analysis. However, under strong earthquake even if damage zones are occurred and the stiffness of the bridge is decreased, there is no failure mechanism observed according to the nonlinear dynamic analyses. Under very strong earthquake loads the bridge reaches the failure mechanism according to the nonlinear dynamic analysis. As the earthquake level increases, the difference between linear and nonlinear dynamic analysis results increases due to structural damages. In addition, considering the soil-structure interactions, it is concluded that the dynamic characteristics could be reflected more accurately. © 2022, Budapest University of Technology and Economics. All rights reserved.","finite element method; historic masonry bridges; linear dynamic analysis; nonlinear dynamic analysis; operational modal analysis","Bridges; Earthquakes; Failure (mechanical); Modal analysis; Nonlinear analysis; Soil structure interactions; Damage zones; Dynamics characteristic; Earthquake load; Failure mechanism; Historic masonry; Historic masonry bridge; Linear dynamics analysis; Non-linear dynamic analysis; Operational modal analysis; Strong earthquakes; Finite element method; dynamic analysis; failure mechanism; finite element method; masonry; nonlinearity; prediction; seismic response; soil-structure interaction; Bursa [Bursa (PRV)]; Bursa [Turkey]; Turkey",,,,,,,,,,,,,,,,"Yilmaz, C., Caner, A., Turer, A., Bridge Engineering in Turkey (2013) Handbook of International Bridge Engineering, pp. 842-883. , Chen, W., Duan, L. (eds). 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C., Simulation of artificial earthquakes (1973) Earthquake Engineering & Structural Dynamics, 2 (3), pp. 249-267. , https://doi.org/10.1002/eqe.4290020305","Sakcalı, G.B.; Department of Civil Engineering, Yıldırım Bayezid Campus, Turkey; email: gokhan.sakcali@btu.edu.tr",,,"Budapest University of Technology and Economics",,,,,05536626,,,,"English","Period. Polytech. Civ. Eng.",Article,"Final","All Open Access, Bronze",Scopus,2-s2.0-85139107920
"Huang L., Liu J., Wu Z., Tomlinson D., Cruz-Noguez C., Alexander J., Li Y.","57289605100;57214798085;57215429248;55865396400;42061279600;57673433500;55818794700;","Finite element-based parametric and forensic analysis of corrosion-induced structural deterioration in prestressed concrete bridge girders",2022,"Canadian Journal of Civil Engineering","49","9",,"1543","1558",,,"10.1139/cjce-2021-0378","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85138698884&doi=10.1139%2fcjce-2021-0378&partnerID=40&md5=8eea2bfe6c8375759b540062009309f4","Department of Civil & Environmental Engineering, University of Alberta, Edmonton, AB  T6H 2G7, Canada; Alberta Transportation, Edmonton, AB  T6B 2X3, Canada","Huang, L., Department of Civil & Environmental Engineering, University of Alberta, Edmonton, AB  T6H 2G7, Canada; Liu, J., Department of Civil & Environmental Engineering, University of Alberta, Edmonton, AB  T6H 2G7, Canada; Wu, Z., Department of Civil & Environmental Engineering, University of Alberta, Edmonton, AB  T6H 2G7, Canada; Tomlinson, D., Department of Civil & Environmental Engineering, University of Alberta, Edmonton, AB  T6H 2G7, Canada; Cruz-Noguez, C., Department of Civil & Environmental Engineering, University of Alberta, Edmonton, AB  T6H 2G7, Canada; Alexander, J., Alberta Transportation, Edmonton, AB  T6B 2X3, Canada; Li, Y., Department of Civil & Environmental Engineering, University of Alberta, Edmonton, AB  T6H 2G7, Canada","To study corrosion effects on real structures, three prestressed concrete (PC) girders salvaged from a decommissioned 27-year-old bridge in Alberta, Canada, were studied numerically and compared to experimental tests. Nonlinear finite element (FE) models were developed to simulate the degraded flexural and shear behaviour of PC girders. The FE models were used to infer the possible unknown deterioration conditions (i.e., forensic analysis) by comparing FE-predicted and experimental behaviour of the girders. Based on the developed FE models, comprehensive parametric studies considering various corrosion-induced deteriorations at a wide range of corrosion levels were also conducted. Insights gained from the parametric study assisted assessing other girders under similar conditions. It was found that corrosion defects, such as reinforcement area loss, prestress force loss, and bonding loss in the end anchorage, affect PC girder behaviour significantly and the developed FE models of corroded PC girders can assist girder condition assessment. © 2022 The Author(s).","corrosion-induced deterioration; finite element; forensic analysis; parametric study; prestressed concrete girder","Concrete beams and girders; Corrosive effects; Deterioration; Finite element method; Steel corrosion; Corrosion-induced deterioration; Element-based; Finite element; Finite element modelling (FEM); Forensic analysis; Parametric analysis; Parametric study; Prestressed concrete bridges; Prestressed concrete girder; Structural deterioration; Prestressed concrete; biodegradation; bridge; concrete; corrosion; finite element method; forensic science; reinforcement; Alberta; Canada",,,,,,"The authors would like to acknowledge the financial support provided by Alberta Transportation (AT) and the technical support provided by Mike Tokar and Rubiat Islam at AT.",,,,,,,,,,"(2019) Bridge Standard Drawings, , S-1310-88. Al-berta, Canada; Breysse, D., (2012) Non-Destructive Assessment of Concrete Structures: Reli-Ability and Limits of Single and Combined Techniques: State-Of-The-Art Report of the RILEM Technical Committee 207-INR, 1. , Springer Science & Business Media; Broomfield, J.P., Corrosion of steel in concrete: Understanding (1997) In-Vestigation and Repair, pp. 1-15. , E&FN, London; (2019) Canadian Infrastructure Report card—— Informing the Future; Cao, R., El-Tawil, S., Agrawal, A.K., Miami pedestrian bridge collapse: Computational forensic analysis (2020) Journal of Bridge Engineer-Ing, 25 (1). , https://doi.org/10.1061/(ASCE)BE.1943-5592.0001532; Castel, A., Coronelli, D., Vu, N.A., François, R., Structural response of corroded, unbonded posttensioned beams (2010) Journal of Structural Engineering, 137 (7), pp. 761-771. , https://doi.org/10.1061/(ASCE)ST.1943-541X.0000315; Coronelli, D., Gambarova, P., Structural assessment of corroded reinforced concrete beams: Modeling guidelines (2004) Journal of Structural Engineering, 130 (8), pp. 1214-1224; Coronelli, D., Castel, A., Vu, N.A., François, R., Corroded post-tensioned beams with bonded tendons and wire failure (2009) Engineering Structures, 31 (8), pp. 1687-1697. , https://doi.org/10.1016/j.engstruct.2009.02.043; (2014) Canadian Highway Bridge Design Code, , CSA S6-14. 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SP, pp. 328-333; Shenoy, C.V., Frantz, G.C., Structural tests of 27-year-old pre-stressed concrete bridge beams (1991) PCI Journal, 36 (5), pp. 80-90. , https://doi.org/10.15554/pcij.09011991.80.90; Vecchio, F.J., Bentz, E.C., Collins, M.P., Tools for forensic analysis of concrete structures (2004) Computers and Concrete, 1 (1), pp. 1-14; Wang, L., Zhang, X., Zhang, J., Dai, L., Liu, Y., Failure analysis of corroded PC beams under flexural load considering bond degrada-tion (2017) Engineering Failure Analysis, 73, pp. 11-24; Wong, P.S., Vecchio, F.J., Trommels, H., (2013) Vector2 & Formworks user’s Manual, , 2nd ed., Canada; Wu, Z., Tomlinson, D., Cruz-Noguez, C., Behavior of 27-year old prestressed concrete bridge girders (2019) CSCE Annual Conference. CSCE, , Montreal, Quebec, Canada","Li, Y.; Department of Civil & Environmental Engineering, Canada; email: yong9@ualberta.ca",,,"Canadian Science Publishing",,,,,03151468,,CJCEB,,"English","Can. J. Civ. Eng.",Article,"Final","",Scopus,2-s2.0-85138698884
"Ward I., Elliott M., Guilfoyle D.","7202056006;56433780300;26035539600;","‘Out of sight, out of mind’ - towards a greater acknowledgment of submerged prehistoric resources in Australian science-policy as part of a common heritage",2022,"Frontiers in Marine Science","9",,"959000","","",,,"10.3389/fmars.2022.959000","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85136792673&doi=10.3389%2ffmars.2022.959000&partnerID=40&md5=1d10eb331918f921b5ed1b941298a87e","School of Social Sciences, University of WA, Australia, Crawley, WA, Australia; Department of Biological and Marine Sciences, University of Hull, Hull, United Kingdom; International Estuarine and Coastal Specialists (IECS) Ltd., Leven, United Kingdom; Esperance Tjaltjraak Native Title Aboriginal Corporation, Esperance, WA, Australia","Ward, I., School of Social Sciences, University of WA, Australia, Crawley, WA, Australia; Elliott, M., Department of Biological and Marine Sciences, University of Hull, Hull, United Kingdom, International Estuarine and Coastal Specialists (IECS) Ltd., Leven, United Kingdom; Guilfoyle, D., Esperance Tjaltjraak Native Title Aboriginal Corporation, Esperance, WA, Australia","There is growing awareness of the need for greater acknowledgement of underwater prehistoric cultural resources as part of management and regulation of the seabed around many maritime countries, especially those with large indigenous populations and history such as Australia. Prehistoric cultural places and landscapes inundated by Post-glacial sea-level rise on Australia’s continental shelf remain largely out-of-sight and out-of-mind, hence awareness and hence legal protection of this resource is lacking. There is a clear need for greater integration of archaeology and cultural heritage management within the marine sciences as well as a greater awareness of this resource as part of a common heritage more generally. This paper explores some of the dichotomies between Western and Indigenous cultures in valuing and managing the seabed. We argue that in developing science-policy, an attempt at least needs to be made to bridge both the gap between the nature and culture perspectives, and the jurisdictional divide between land and sea. Part of the answer lies in a convergence of Indigenous knowledge with Western science approaches, focused around our understanding of physical processes impacting past and present coastal landscapes and on the seabed itself. We explore several case studies from northern and Western Australia that are trying to do this, and which are helping to provide a greater appreciation of the inundated landscapes of the inner shelf as part of a common heritage. Copyright © 2022 Ward, Elliott and Guilfoyle.","cultural heritage management; geoarchaeology; Indigenous; marine science; submerged cultural resources; Western Australia",,,,,,"Centre of Excellence for Environmental Decisions, Australian Research Council, CEED; Centre of Excellence for Core to Crust Fluid Systems, Australian Research Council, CCFS, ARC; Centre of Excellence for Integrative Brain Function, Australian Research Council, CIBF; Centre of Excellence for Coral Reef Studies, Australian Research Council; Australian Research Council, ARC: DE180100601; Centre of Excellence for Particle Physics at the Terascale, Australian Research Council, CoEPP; Centre of Excellence in Cognition and its Disorders, Australian Research Council, CCD; Centre of Excellence in Plant Energy Biology, Australian Research Council, PEB; Centre of Excellence for Coherent X-Ray Science, Australian Research Council, CXS; Centre of Excellence for Electromaterials Science, Australian Research Council, ARC, ACES; Training Centre for Food and Beverage Supply Chain Optimisation, Australian Research Council; Australian Research Council Centre of Excellence in Advanced Molecular Imaging; Centre of Excellence in Future Low-Energy Electronics Technologies, Australian Research Council, FLEET","IW is supported by Australian Research Council Discovery Early Career Researcher Award Fellowship (DE180100601).",,,,,,,,,,"Atkins, J.P., Burdon, D., Elliott, M., Identification of a practicable set of indicators for coastal and marine ecosystem services (2015) Coastal zones ecosystem services: from science to values and decision making, , Turner R.K., Schaafsma M., (eds), Switzerland, Springer Ecological Economic Series, Springer International, Eds; Bailey, B., Cawthra, H.C., The significance of sea-level change and ancient submerged landscapes in human dispersal and development: A geoarchaeological perspective (2021) Oceanologia, ,  ; Barnard, S., Elliott, M., The 10-tenets of adaptive management and sustainability - applying a holistic framework for understanding and managing the socio-ecological system (2015) Environ. 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Sci, 79, pp. 600-608","Ward, I.; School of Social Sciences, Australia; email: ingrid.ward@uwa.edu.au",,,"Frontiers Media S.A.",,,,,22967745,,,,"English","Front. Mar. Sci.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85136792673
"Althaqafi E., Chou E.","57857964100;57857964200;","Developing Bridge Deterioration Models Using an Artificial Neural Network",2022,"Infrastructures","7","8","101","","",,,"10.3390/infrastructures7080101","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85136534630&doi=10.3390%2finfrastructures7080101&partnerID=40&md5=09cac9e4e3dd2e0437b18ab93b875fff","Department of Civil and Environmental Engineering, The University of Toledo, 2801 Bancroft St, Toledo, OH  43606, United States","Althaqafi, E., Department of Civil and Environmental Engineering, The University of Toledo, 2801 Bancroft St, Toledo, OH  43606, United States; Chou, E., Department of Civil and Environmental Engineering, The University of Toledo, 2801 Bancroft St, Toledo, OH  43606, United States","The condition of a bridge is critical in quality evaluations and justifying the significant costs incurred by maintaining and repairing bridge infrastructures. Using bridge management systems, the department of transportation in the United States is currently supervising the construction and renovations of thousands of bridges. The inability to obtain funding for the current infrastructures, such that they comply with the requirements identified as part of maintenance, repair, and rehabilitation (MR&R), makes such bridge management systems critical. Bridge management systems facilitate decision making about handling bridge deterioration using an efficient model that accurately predicts bridge condition ratings. The accuracy of this model can facilitate MR&R planning and is used to confirm funds allocated to repair and maintain the bridge network management system. In this study, an artificial neural network (ANN) model is developed to improve the bridge management system (BMS) by improving the prediction accuracy of the deterioration of bridge decks, superstructures, and substructures. A large dataset of historical bridge condition assessment data was used to train and test the proposed ANN models for the deck, superstructure, and substructure components, and the accuracy of these models was 90%, 90%, and 89% on the testing set, respectively. © 2022 by the authors.","artificial neural network; bridge condition; bridge deterioration; condition prediction; machine learning",,,,,,,,,,,,,,,,,"(2017) Infrastructure Report Card: A Comprehensive Assessment of America’s Infrastructure, , ASCE, Reston, VA, USA; Madanat, S., Mishalani, R., Ibrahim, W.H.W., Estimation of infrastructure transition probabilities from condition rating data (1995) J. Infrastruct. Syst, 1, pp. 120-125; Thompson, P.D., Small, E.P., Johnson, M., Marshall, A.R., The Pontis bridge management system (1998) Struct. Eng. 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Eng, 36, pp. 289-301","Althaqafi, E.; Department of Civil and Environmental Engineering, 2801 Bancroft St, United States; email: essam.althaqafi@rockets.utoledo.edu",,,"MDPI",,,,,24123811,,,,"English","Infrastructures",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85136534630
"Bouzas Ó., Cabaleiro M., Conde B., Cruz Y., Riveiro B.","57338493500;56294619500;56875345700;57681938300;35096575300;","Structural health control of historical steel structures using HBIM",2022,"Automation in Construction","140",,"104308","","",,,"10.1016/j.autcon.2022.104308","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85129996295&doi=10.1016%2fj.autcon.2022.104308&partnerID=40&md5=335463ad7316cc19d1232570188cfe3d","CINTECX, Universidade de Vigo, GeoTECH Group, Campus Universitario de Vigo, As Lagoas, Vigo, Marcosende, 36310, Spain","Bouzas, Ó., CINTECX, Universidade de Vigo, GeoTECH Group, Campus Universitario de Vigo, As Lagoas, Vigo, Marcosende, 36310, Spain; Cabaleiro, M., CINTECX, Universidade de Vigo, GeoTECH Group, Campus Universitario de Vigo, As Lagoas, Vigo, Marcosende, 36310, Spain; Conde, B., CINTECX, Universidade de Vigo, GeoTECH Group, Campus Universitario de Vigo, As Lagoas, Vigo, Marcosende, 36310, Spain; Cruz, Y., CINTECX, Universidade de Vigo, GeoTECH Group, Campus Universitario de Vigo, As Lagoas, Vigo, Marcosende, 36310, Spain; Riveiro, B., CINTECX, Universidade de Vigo, GeoTECH Group, Campus Universitario de Vigo, As Lagoas, Vigo, Marcosende, 36310, Spain","In architecture and civil engineering, maintaining historical constructions is essential for preserving cultural heritage. This is especially relevant in constructions exposed to a high degree of degradation, such as historic steel structures. The HBIM (Heritage Building Information Modeling) technology can facilitate and automate this task. In this paper, a methodology based on an HBIM framework is proposed and applied, which allows the control and monitoring of structural health over time. On the one hand, an architectural model of the construction is created. This model collects, in detail, aspects such as the geometrical shape, material composition, structural configuration, and additional data required for the control and management of the construction. On the other hand, a calibrated structural model is also automatically generated. This model represents the actual overall mechanical behavior of the construction. Both models are seamlessly integrated, evolve, and collect data of all the different control or maintenance phases of the construction. The methodology has been validated in the case study of the riveted steel bridge of O Barqueiro, located in Galicia, Spain. © 2022 The Authors","HBIM; Historical steel bridge; Non-destructive testing techniques; Operational modal analysis; Structural analysis","Historic preservation; Modal analysis; Nondestructive examination; Steel structures; Steel testing; Structural health monitoring; Building Information Modelling; Cultural heritages; Health control; Heritage building information modeling; Heritage buildings; Historical construction; Historical steel bridge; Non-destructive testing technique; Operational modal analysis; Structural health; Steel bridges",,,,,"Interreg; Ministerio de Ciencia e Innovación, MICINN: RTI2018-095893-B-C21; Universidade de Vigo; European Regional Development Fund, ERDF: EAPA_826/2018","This work has been supported by the Spanish Ministry of Science and Innovation through the LASTING project (grant RTI2018-095893-B-C21 ) and the SIRMA project, co-financed by the INTERREG Atlantic Area Programme through the European Regional Development Fund (ERDF) with application code EAPA_826/2018 . 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(EN 1993-1-1): Brussels (2013), https://www.en.une.org/encuentra-tu-norma/busca-tu-norma/norma/?c=N0051040, UNE; Pang, Y., Wu, X., Shen, G., Yuan, W., Seismic fragility analysis of cable-stayed bridges considering different sources of uncertainties (2014) J. Bridg. Eng., 19 (4), p. 04013015; European Committee for Standardization, Eurocode 1: Actions on structures – Part 2: Traffic loads on bridges. (EN 1991–2): Brussels (2019), https://www.en.une.org/encuentra-tu-norma/busca-tu-norma/norma?c=N0061460, UNE","Bouzas, Ó.; CINTECX, Vigo, Spain; email: oscar.bouzas.rodriguez@uvigo.es",,,"Elsevier B.V.",,,,,09265805,,AUCOE,,"English","Autom Constr",Article,"Final","All Open Access, Hybrid Gold, Green",Scopus,2-s2.0-85129996295
"Fathani T.F., Wilopo W., Amalina A.N., Pramaditya A.","36967808600;24333853000;57790679500;57266865400;","DEBRIS FLOW HAZARD ANALYSIS TOWARD THE IMPLEMENTATION OF MITIGATION MEASURES",2022,"International Journal of GEOMATE","23","95",,"45","56",,,"10.21660/2022.95.3208","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85133787071&doi=10.21660%2f2022.95.3208&partnerID=40&md5=512be49a96ccfd578a5ea7c2db5c81ff","Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada, Indonesia; Department of Geological Engineering, Faculty of Engineering, Universitas Gadjah Mada, Indonesia; Department of Civil Engineering, Faculty of Civil Engineering and Planning, Islamic University of Indonesia, Indonesia","Fathani, T.F., Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada, Indonesia; Wilopo, W., Department of Geological Engineering, Faculty of Engineering, Universitas Gadjah Mada, Indonesia; Amalina, A.N., Department of Civil Engineering, Faculty of Civil Engineering and Planning, Islamic University of Indonesia, Indonesia; Pramaditya, A., Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada, Indonesia","A massive debris flow occurred on 28 April and 3 May 2016 in Beriti Hill, Bengkulu Province, Indonesia. The debris flow carried 4.3 million cubic meters of sediment materials containing 1-2 m diameter boulders that damaged roads, bridges, and geothermal facilities. This study assesses the debris flow hazard through comprehensive field investigation and laboratory testing and analyses the effectiveness of proposed mitigation measures against the destructive energy of the debris flow. A closed-type conduit Sabo dam is proposed as a countermeasure. The design of the Sabo dam considered the engineering geology, hydrologic and hydraulic, and geotechnical aspects. The hydrologic analysis used Synthetic Unit Hydrograph, which was continued by flood analysis using HEC-RAS. The geotechnical analysis was conducted to determine the Sabo dam stability utilizing the field and laboratory test data. The analysis shows that without a Sabo dam, the debris flows were distributed to a larger area downstream and destroyed the structure of the old bridge. The impacted area reduced significantly when the Sabo dam was implemented. © Int. J. of GEOMATE All rights reserved, including making copies unless permission is obtained from the copyright proprietors.","Countermeasures; Dam stability; Hydrological analysis; Sabo bridge; Volcanic river",,,,,,"227/401196/5698/ll/2018; Universitas Gadjah Mada, UGM","The authors would like to thank all the parties involved in this study for assisting in the field survey and data analyses. The authors would also like to thank the staff in the Soil Mechanics Laboratory in the Department of Civil and Environmental Engineering and Central Laboratory in the Department of Geological Engineering, Faculty of Engineering, Universitas Gadjah Mada for their support in laboratory testing. This research was funded by the Development Program of the Center for Excellence in Higher Education Science and Technology, Directorate General of Institutional Affairs of Science, Technology and Higher Education, Ministry of Research and Technology of the Republic of Indonesia, 2018-2019. Contract number: 227/401196/5698/ll/2018 dated 24 February 2018 and contract number 204/401196/5698/lll/2019 dated 4 March 2019","The authors would like to thank all the parties involved in this study for assisting in the field survey and data analyses. The authors would also like to thank the staff in the Soil Mechanics Laboratory in the Department of Civil and Environmental Engineering and Central Laboratory in the Department of Geological Engineering, Faculty of Engineering, Universitas Gadjah Mada for their support in laboratory testing. This research was funded by the Development Program of the Center for Excellence in Higher Education Science and Technology, Directorate General of Institutional Affairs of Science, Technology and Higher Education, Ministry of Research and Technology of the Republic of Indonesia, 2018-2019. Contract number: 227/401196/5698/ll/2018 dated 24 February 2018 and contract number",,,,,,,,,"Kim, N., Nakagawa, H., Kawaike, K., Zhang, H., Influence of a Series of Sabo Dams on Debris Flow Deposition (2012) DPRI Annuals, 56, pp. 531-538. , https://ci.nii.ac.jp/naid/120005373015/en/, [1]; Takahashi, T., A Review of Japanese Debris Flow Research (2009) International Journal of Erosion Control Engineering, 2 (1), pp. 1-14. , https://doi.org/10.13101/ijece.2.1, [2]; Kim, N., Nakagawa, H., Kawaike, K., Zhang, H., A Study on Debris Flow Deposition by The Arrangement of Sabo Dam (2013) Journal of Japan Society of Civil Engineers, Ser. 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F., Faris, F., Wilopo, W., Designing conduit sabo dam series as a debris flow protection structure (2021) E3S Web of Conferences-The International Conference on Disaster Mitigation and Management, , [28]; Chow, V. T., Maidment, D. R., Mays, L. W., (1988) Applied Hydrology (Internatio), , [29] McGraw-Hill Book Company, New York; (2016) Calculation procedure for flood discharge plan, , [30] SNI 2415:2016, National Standardization Agency of Indonesia; (2015) Hydrological and hydraulic analyses and river building design criteria, , [31] SNI 1724:2015, National Standardization Agency of Indonesia; Prochaska, A. B., Santi, P. M., Higgins, J. D., Cannon, S. H., A study of methods to estimate debris flow velocity (2008) Landslides, 5 (4), pp. 431-444. , https://doi.org/10.1007/s10346-008-0137-0, [32]; AM, J., Debris flow in Brunsden: slope instability (1984) Willey, pp. 257-361. , [33] –); Lo, D. O. K., Review of natural terrain landslide debris-resisting barrier design (2000) GEO Report, 104. , [34]; (2015) Design of sediment retention, , [35] SNI 2851:2015, National Standardization Agency of Indonesia; Leonardi, A., Goodwin, G. R., Pirulli, M., The force exerted by granular flows on slit dams (2019) Acta Geotechnica, 14 (6), pp. 1949-1963. , https://doi.org/10.1007/s11440-019-00842-6, [36]; (2010) Technical Standards and Guidelines for Planning and Design of Sabo Structure, , [37] JICA",,,,"GEOMATE International Society",,,,,21862982,,,,"English","Int. J. GEOMATE",Article,"Final","All Open Access, Bronze",Scopus,2-s2.0-85133787071
"Cardoso G.A.F., Lopes B.D.C.F.L.","57703771400;55631565200;","ERT Feasibility Study to Assess Unknown Bridge Foundation Depth",2022,"Journal of Bridge Engineering","27","7","06022002","","",,,"10.1061/(ASCE)BE.1943-5592.0001894","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85130583742&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001894&partnerID=40&md5=78664188686fc00da945590f8b3cbef3","Dept. of Civil Engineering, Escola de Minas, Universidade Federal de Ouro Preto, Campus Universitário, Morro do Cruzeiro, S/N, Ouro Preto, CEP: 35400-000, Brazil; Dept. of Civil and Environmental Engineering, Univ. of Strathclyde, Glasgow, United Kingdom","Cardoso, G.A.F., Dept. of Civil Engineering, Escola de Minas, Universidade Federal de Ouro Preto, Campus Universitário, Morro do Cruzeiro, S/N, Ouro Preto, CEP: 35400-000, Brazil; Lopes, B.D.C.F.L., Dept. of Civil and Environmental Engineering, Univ. of Strathclyde, Glasgow, United Kingdom","There are many historical bridges around the world whose crucial information regarding their foundations is unknown. Such information is essential for an accurate safety assessment regarding scour hazard. Current methods for identification of bridge foundation characteristics are typically expensive, potentially disruptive, and limited in their applications. Thus, the numerical feasibility study described in this paper assessed whether a nondestructive geophysical technique such as electrical resistivity tomography (ERT) could be used for this purpose. Synthetic scenarios were created accounting for different combinations of material resistivity. Two standard measurement sequences (dipole-dipole and Schlumberger) and an optimized one (""Compare R""method) were tested. Results showed that the depth of the bridge foundation was roughly well represented in all cases. However, the optimized sequence revealed slightly better results. Although this small improvement observed did not significantly affect the results of the simplified scenarios assessed by this study, it could be decisive for more complex scenarios. These findings demonstrated that ERT can be used to identify the depth of bridge foundations in an inexpensive, rapid, and nonintrusive way, allowing for more accurate assessment of bridge safety and scour risk ratings. © 2022 American Society of Civil Engineers.","Bridge scour; Electrical resistivity tomography; Historical bridges","Electric conductivity; Foundations; Risk assessment; Safety engineering; Scour; 'current; Bridge foundation; Bridge scour; Electrical resistivity tomography; Feasibility studies; Foundation depths; Geophysical techniques; Historical bridges; Non destructive; Safety assessments; Planning",,,,,"Coordenação de Aperfeiçoamento de Pessoal de Nível Superior, CAPES","The authors would like to thank Adrien Dimech for implementing and making the Compare R code algorithm available to us in MATLAB. The first author would also wish to acknowledge financial support from the Brazilian Funding Council (CAPES) via PET (Programa de Educação Tutorial) Scholarship.",,,,,,,,,,"Amabile, A., Lopes, B.C.F.L., Pozzato, A., Benes, V., Tarantino, A., An assessment of ERT as a method to monitor water content regime in flood embankments: The case study of the Adige River embankment (2020) Phys. Chem. Earth. A/B/C/, 120, p. 102930. , https://doi.org/10.1016/j.pce.2020.102930; (2015) Projeto Ponte Sobre O Rio Caçador, , https://www.lebonregis.sc.gov.br/uploads/800/arquivos/680751_LOTE_01___PROJETO_PONTE_CACADORZINHO.pdf, AMARP (Associação dos Municípios do Alto Vale do Rio do Peixe). Videira, Brazil, Accessed June 2, 2021; Arjwech, R., Electrical resistivity imaging for unknown bridge foundation depth determination (2011) Ph.D. Thesis, , Dept. of Geology & Geophysics, Texas A&M Univ; Banham, S.G., Pringle, J.K., Geophysical and intrusive site investigations to detect an abandoned coal-mine access shaft, Apedale, Staffordshire, UK (2011) Near Surf. Geophys., 9 (5), pp. 483-496. , https://doi.org/10.3997/1873-0604.2011028; Bauman, P., 2-D resistivity surveying for hydrocarbons-A primer (2005) CSEG Recorder, 30, pp. 1-15; Benson, A.K., Payne, K.L., Stubben, M.A., Mapping groundwater contamination using dc resistivity and VLF geophysical methods-A case study (1997) Geophysics, 62 (1), pp. 80-86. , https://doi.org/10.1190/1.1444148; Binley, A., (2019) R2-Manual v 4.0, , http://www.es.lancs.ac.uk/people/amb/Freeware/R2/R2_readme.pdf%0A, Lancaster, UK. Accessed February 11, 2021; Binley, A., Kemna, A., DC resistivity and induced polarization methods (2005) Hydrogeophysics, pp. 129-156. , edited by Y. Rubin and S. S. Hubbard, Dordrecht, Netherlands: Springer; Blanchy, G., Saneiyan, S., Boyd, J., McLachlan, P., Binley, A., ResIPy, an intuitive open source software for complex geoelectrical inversion/modeling (2020) Comput. Geosci., 137, p. 104423. , https://doi.org/10.1016/j.cageo.2020.104423; Briaud, J.-L., Medina-Cetina, Z., Hurlebaus, S., Everett, M., Tucker, S., Yousefpour, N., Arjwech, R., (2012) Unknown Foundation Determination for Scour, , Technical Rep. FHWA/TX-12/0-6604-1. College Station, TX: Texas A&M Univ; Deceuster, J., Kaufmann, O., Van Cam, M., Automated identification of changes in electrode contact properties for long-term permanent ERT monitoring experiments (2013) Geophysics, 78 (2), pp. E79-E94. , https://doi.org/10.1190/geo2012-0088.1; De Lima, O.A.L., Sato, H.K., Porsani, M.J., Imaging industrial contaminant plumes with resistivity techniques (1995) J. Appl. Geophys., 34 (2), pp. 93-108. , https://doi.org/10.1016/0926-9851(95)00014-3; Eruteya, O.E., Geoelectrical resistivity imaging of shallow oil sands in the Eastern Dahomey Basin (SW Nigeria): Implication for heavy oil exploration and production (2021) J. Afr. Earth. Sci., 176, p. 104122. , https://doi.org/10.1016/j.jafrearsci.2021.104122; Hossain, M.S., Khan, M.S., Hossain, J., Kibria, G., Taufiq, T., Evaluation of unknown foundation depth using different NDT methods (2013) J. Perform. Constr. Facil, 27 (2), pp. 209-214. , https://doi.org/10.1061/(ASCE)CF.1943-5509.0000268; Jodry, C., Palma Lopes, S., Fargier, Y., Sanchez, M., Côte, P., 2D-ERT monitoring of soil moisture seasonal behaviour in a river levee: A case study (2019) J. Appl. Geophys., 167, pp. 140-151. , https://doi.org/10.1016/j.jappgeo.2019.05.008; Jones, G.M., Cassidy, N.J., Thomas, P.A., Plante, S., Pringle, J.K., Imaging and monitoring tree-induced subsidence using electrical resistivity imaging (2009) Near Surf. Geophys., 7 (3), pp. 191-206. , https://doi.org/10.3997/1873-0604.2009017; Jones, G., Zielinski, M., Sentenac, P., Mapping desiccation fissures using 3-D electrical resistivity tomography (2012) J. Appl. Geophys., 84, pp. 39-51. , https://doi.org/10.1016/j.jappgeo.2012.06.002; Khan, M.S., Evaluation of Resistivity imaging (Ri) method for determining unknown deep foundation depth (2011) M.S. Thesis, , Civil & Environmental Engineering, Univ. of Texas at Arlington; Labrecque, D.J., Ramirez, A.L., Daily, W.D., Binley, A.M., Schima, S.A., ERT monitoring of environmental remediation processes (1996) Meas. Sci. Technol., 7 (3), pp. 375-383. , https://doi.org/10.1088/0957-0233/7/3/019; Leucci, G., Greco, F., 3D ERT survey to reconstruct archaeological features in the subsoil of the 'Spirito Santo'church ruins at the site of Occhiolà (Sicily, Italy) (2012) Archaeology, 1 (1), pp. 1-6; Loke, M.H., Wilkinson, P.B., Chambers, J.E., Strutt, M., Optimized arrays for 2D cross-borehole electrical tomography surveys (2014) Geophys. Prospect., 62 (1), pp. 172-189. , https://doi.org/10.1111/1365-2478.12072; Lopes, B.C.F.L., Sachet, C., Sentenac, P., Beneš, V., Dick, P., Bertrand, J., Tarantino, A., Preliminary non-intrusive geophysical electrical resistivity tomography surveys of a mock-up scale monitoring of an engineered barrier system at URL Tournemire (2019) Geol. Soc. London Spec. Publ., 482 (1), pp. 331-345. , https://doi.org/10.1144/SP482.11; Maroni, A., Tubaldi, E., Ferguson, N., Tarantino, A., McDonald, H., Zonta, D., Electromagnetic sensors for underwater scour monitoring (2020) Sensors, 20 (15), p. 4096. , https://doi.org/10.3390/s20154096; Martínez-Pagán, P., Faz, A., Aracil, E., The use of 2D electrical tomography to assess pollution in slurry ponds of the Murcia region, SE Spain (2009) Near Surf. Geophys., 7 (1), pp. 49-61. , https://doi.org/10.3997/1873-0604.2008033; Negri, S., Leucci, G., Mazzone, F., High resolution 3D ERT to help GPR data interpretation for researching archaeological items in a geologically complex subsurface (2008) J. Appl. Geophys., 65 (34), pp. 111-120. , https://doi.org/10.1016/j.jappgeo.2008.06.004; Ntarlagiannis, D., Robinson, J., Soupios, P., Slater, L., Field-scale electrical geophysics over an olive oil mill waste deposition site: Evaluating the information content of resistivity versus induced polarization (IP) images for delineating the spatial extent of organic contamination (2016) J. Appl. Geophys., 135, pp. 418-426. , https://doi.org/10.1016/j.jappgeo.2016.01.017; Rucker, D.F., Levitt, M.T., Greenwood, W.J., Three-dimensional electrical resistivity model of a nuclear waste disposal site (2009) J. Appl. Geophys., 69 (34), pp. 150-164. , https://doi.org/10.1016/j.jappgeo.2009.09.001; Samouëlian, A., Cousin, I., Tabbagh, A., Bruand, A., Richard, G., Electrical resistivity survey in soil science: A review (2005) Soil Tillage Res., 83 (2), pp. 173-193. , https://doi.org/10.1016/j.still.2004.10.004; Sentenac, P., Zielinski, M., Clay fine fissuring monitoring using miniature geo-electrical resistivity arrays (2009) Environ. Earth Sci., 59 (1), pp. 205-214. , https://doi.org/10.1007/s12665-009-0017-5; Stummer, P., Maurer, H., Green, A.G., Experimental design: Electrical resistivity data sets that provide optimum subsurface information (2004) Geophysics, 69 (1), pp. 120-139. , https://doi.org/10.1190/1.1649381; Tonkov, N., Loke, M.H., A resistivity survey of a burial mound in the 'Valley of the Thracian Kings' (2006) Archaeol. Prospect., 13 (2), pp. 129-136. , https://doi.org/10.1002/arp.273; Tresoldi, G., Arosio, D., Hojat, A., Longoni, L., Papini, M., Zanzi, L., Long-term hydrogeophysical monitoring of the internal conditions of river levees (2019) Eng. Geol., 259, p. 105139. , https://doi.org/10.1016/j.enggeo.2019.05.016; Ullrich, B., Guenther, T., Rüecker, C., Electrical resistivity tomography methods for archaeological prospection (2007) Proc. 35th Int. Conf. on Computer Applications and Quantitative Methods in Archaeology, Layers of Perception, pp. 1-7. , edited by A. Posluschny, K. Lambers, and I. Herzog, Berlin: Koll; Wang, H., Hu, C.-H., Identification on unknown bridge foundations using geophysical inspecting methods (2015) E-J. Nondestr. Test., 20 (11), pp. 905-912; Wang, H., Hu, C.-H., Nguyen, T.V., Wang, C.-Y., Depth evaluation of submerged pile bents (2020) J. Perform. Constr. Facil, 34 (1), p. 6019003. , https://doi.org/10.1061/(ASCE)CF.1943-5509.0001355; Wang, H., Wang, C., Hu, C.-H., Electrical resistivity tomography to inspect bridge foundations (2013) Proc. 3rd Int. Conf. on Geotechnique, Construction Materials and Environment, pp. 280-312. , Tsu, Japan: International Journal of GEOMATE; Wilkinson, P.B., Meldrum, P.I., Chambers, J.E., Kuras, O., Ogilvy, R.D., Improved strategies for the automatic selection of optimized sets of electrical resistivity tomography measurement configurations (2006) Geophys. J. Int., 167 (3), pp. 1119-1126. , https://doi.org/10.1111/j.1365-246X.2006.03196.x","Cardoso, G.A.F.; Dept. of Civil Engineering, Morro do Cruzeiro, S/N, Brazil; email: gustavo.froes@aluno.ufop.edu.br",,,"American Society of Civil Engineers (ASCE)",,,,,10840702,,JBENF,,"English","J Bridge Eng",Article,"Final","All Open Access, Green",Scopus,2-s2.0-85130583742
"Xia Q., Liu C., Wang Y., Jelovica J.","57346251100;23019231900;7601491532;16202786400;","Experimental Study on Static Strength of Damaged Concrete Arches Reinforced by Corrugated Steel",2022,"Journal of Structural Engineering (United States)","148","5","04022039","","",,,"10.1061/(ASCE)ST.1943-541X.0003321","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85126920344&doi=10.1061%2f%28ASCE%29ST.1943-541X.0003321&partnerID=40&md5=916d087834984454092ef057ac45a627","Dept. of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; Key Lab of Structures Dynamic Behavior and Control, Dept. of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; Dept. of Mechanical and Civil Engineering, Univ. of British Columbia, Vancouver, BC  V6T 1Z4, Canada","Xia, Q., Dept. of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; Liu, C., Key Lab of Structures Dynamic Behavior and Control, Dept. of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; Wang, Y., Dept. of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; Jelovica, J., Dept. of Mechanical and Civil Engineering, Univ. of British Columbia, Vancouver, BC  V6T 1Z4, Canada","Reinforcing old bridges with corrugated steel (CS) is gaining interest due to outstanding reinforcement effects and relative ease of implementation. The approach consists of positioning the CS member under an old bridge and joining the two components by postcast concrete. However, the current design approach ignores the supporting effect of postcast concrete and the old bridges, which is overly conservative. This paper studies experimentally the static performance of the reinforced concrete (RC) arches reinforced with CS, mainly considering the influence of damage degree of the original structure. Two RC arches were prepared and loaded up to 60% and 100% of their ultimate bearing capacity, respectively. After reinforcing and reloading, failure modes, bearing capacity, and ductility of the reinforced specimens were obtained. The results show that when reinforcing the arches with CS, the ultimate bearing capacity increased by 172.8% and 194.0%, respectively. Comparison of the two reinforced specimens shows that the damage degree has only a small effect (8.2%) on the ultimate bearing capacity. Besides, the original structure, postcast concrete and CS were well bonded based on the strain analysis, proving the reinforced structure has the composite effect. © 2022 American Society of Civil Engineers.","Bearing capacity; Composite; Corrugated steel (CS); Damage degree; Reinforcement","Arch bridges; Arches; Reinforced concrete; Corrugated steel; Damage degree; Damaged concretes; Original structures; Reinforcement effects; Static strength; Steel members; Two-component; Ultimate bearing capacity; Bearing capacity",,,,,"National Natural Science Foundation of China, NSFC: 52078167","This research was supported by the National Natural Science Foundation of China (52078167).",,,,,,,,,,"(2010) AASHTO LRFD. LRED Bridge Design Specification, , AASHTO. Washington, DC: AASHTO; Abdel-Rahman, N., Sivakumaran, K.S., Material properties models for analysis of cold-formed steel members (1997) J. Struct. 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Technol., 37 (2), p. 3. , https://doi.org/10.13905/j.cnki.dwjz.2015.03.015; Fang, Y., Liu, C., Yang, H., Yang, L., Axial behaviour of concrete-filled corrugated steel tubular column embedded with structural steel (2020) J. Constr. Steel Res., 170 (JUL), p. 106064. , https://doi.org/10.1016/j.jcsr.2020.106064; (2008) Corrugated Steel Plate-reinforcement Concrete Rib, , http://www.fixoninc.com, Fixon. "" "" Accessed May 27, 2021; Gao, J., Su, J.Z., Chen, B.C., Experiment on a concrete filled steel tubular arch with corrugated steel webs subjected to spatial loading (2012) Appl. Mech. Mater., 166-169 (JUN), pp. 37-42. , https://doi.org/10.4028/www.scientific.net/AMM.166-169.37; Hamoush, S.A., Ahmad, S.H., Debonding of steel-plate-strengthened concrete beams (1990) J. Struct. 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Struct., 106 (JAN), pp. 370-384. , https://doi.org/10.1016/j.engstruct.2015.10.042; Lestuzzi, P., Bachmann, H., Displacement ductility and energy assessment from shaking table tests on RC structural walls (2007) Eng. Struct., 29 (8), pp. 1708-1721. , https://doi.org/10.1016/j.engstruct.2006.09.009; Li, B.J., Zhu, L.S., Fu, X.S., Influence of grout strength and residual deformation on performance of rehabilitated RC pipes (2020) J. Pipeline Syst. Eng., 11 (2). , https://doi.org/10.1061/(ASCE)PS.1949-1204.0000448, 04020003; Li, B.J., Zhu, L.S., Li, Y., Fu, X.S., Experimental investigation of an existing RCP rehabilitated with a grouted corrugated steel pipe (2019) Math. Probl. Eng., 11 (2). , https://doi.org/10.1155/2019/7676359, 04020003; Liu, B., Zhang, Z., Zhang, M., Wang, X., Experimental study of the mechanical performance of corrugated steel plate-concrete composite structures (2019) Int. J. Steel Struct., 19 (3), pp. 733-746. , https://doi.org/10.1007/s13296-018-0158-z; Liu, C., Wang, Y., Wu, X., Zhang, S., In-plane stability of fixed concrete-filled steel tubular parabolic arches under combined bending and compression (2017) J. Bridge Eng., 22 (2). , https://doi.org/10.1061/(ASCE)BE.1943-5592.0000993, 04016116; Miyamoto, A., Tei, K., Nakamura, H., Bull, J.W., Behavior of prestressed beam strengthened with external tendons (2000) J. Struct. Eng., 126 (9), pp. 1033-1044. , https://doi.org/10.1061/(ASCE)0733-9445(2000)126:9(1033); Morrison, T.D., Eng, P., (2005) Innovative Low Cover Bridges Utilizing Deep-corrugated Steel Plate with Encased Concrete Composite Ribs, , Proc. Annual Conf. of the Transportation Association of Canada. Ottawa: Transportation Association of Canada; (2005) Code for Design of Highway Masonry Bridges and Culverts, , MOT (Ministry of Transport of the People's Republic of China). JTG D61-2005. Beijing: MOT; Park, Y.H., Park, C., Yong, G.P., The behavior of an in-service plate girder bridge strengthened with external prestressing tendons (2005) Eng. Struct., 27 (3), pp. 379-386. , https://doi.org/10.1016/j.engstruct.2004.10.014; Pisani, M.A., Strengthening by means of external prestressing (1999) J. Bridge Eng., 4 (2), pp. 131-135. , https://doi.org/10.1061/(ASCE)1084-0702(1999)4:2(131); Rahmaninezhad, S.M., Han, J., Al-Naddaf, M., Parsons, R.L., Behavior of sliplined corrugated steel pipes under parallel-plate loading (2019) J. Mater. Civil Eng., 31 (10). , https://doi.org/10.1061/(ASCE)MT.1943-5533.0002889, 04019242; Smith, T., Hoult, N.A., Moore, I.D., Role of grout strength and liners on the performance of slip-lined pipes (2015) J. Pipeline Syst. Eng., 6 (4). , https://doi.org/10.1061/(ASCE)PS.1949-1204.0000203, 04015007; Tian, Y., Liu, N., Guo, X.X., New technology of assembling corrugated steel plate to reinforce existing culvert (2015) Rail. Eng., 8. , https://doi.org/10.3969/j.issn.1003-1995.2015.08.09, 3; Vaslestad, J., Madaj, A., Janusz, L., Field measurements of long-span corrugated steel culvert replacing corroded concrete bridge (2002) Transp. Res. Rec., 1814 (1), pp. 164-170. , https://doi.org/10.3141/1814-19; Vaslestad, J., Madaj, A., Janusz, L., Bednarek, B., Field measurements of old brick culvert slip lined with corrugated steel culvert (2004) Transp. Res. Rec., 1892 (1), pp. 227-234. , https://doi.org/10.3141/1892-24; Wang, Y., Yang, L., Yang, H., Liu, C., Behaviour of concrete-filled corrugated steel tubes under axial compression (2019) Eng. Struct., 183 (MAR), pp. 475-495. , https://doi.org/10.1016/j.engstruct.2018.12.093; Zhou, T., Li, J., Application and benefit analysis of corrugated steel in strengthening highway bridge culvert (2017) New Silk Road Horizon, 20, pp. 73-74. , https://doi.org/10.3969/j.issn.1671-9670.2017.20.066","Liu, C.; Key Lab of Structures Dynamic Behavior and Control, China; email: liuchangyong@hit.edu.cn",,,"American Society of Civil Engineers (ASCE)",,,,,07339445,,JSEND,,"English","J. Struct. Eng.",Article,"Final","",Scopus,2-s2.0-85126920344
"Suprapti A., Sejati A.W., Pandelaki E.E., Sardjono A.B.","55596101500;57201116275;57194647754;57200289702;","ARCHIVING TRADITIONAL HOUSES THROUGH DIGITAL SOCIAL MAPPING: AN INNOVATION APPROACH FOR LIVING HERITAGE CONSERVATION IN JAVA",2022,"Journal of Architecture and Urbanism","46","1",,"33","47",,,"10.3846/jau.2022.14275","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85128784801&doi=10.3846%2fjau.2022.14275&partnerID=40&md5=4e7e2c625ceba57ef8b0cf380efda0f8","Engineering Faculty, Universitas Diponegoro, Semarang, Indonesia","Suprapti, A., Engineering Faculty, Universitas Diponegoro, Semarang, Indonesia; Sejati, A.W., Engineering Faculty, Universitas Diponegoro, Semarang, Indonesia; Pandelaki, E.E., Engineering Faculty, Universitas Diponegoro, Semarang, Indonesia; Sardjono, A.B., Engineering Faculty, Universitas Diponegoro, Semarang, Indonesia","Indonesia has various types of traditional houses, one of which is the most unique architectural work that is the Joglo Pencu (JP) house. It also has a meaning by reason of a symbol which defines as the development of culture and identity. The role of community in the conservation of cultural heritage buildings is very important. However, due to the pressure of urbanization, many heritage buildings transitioned into modern houses. The study area is the historic area of Kudus city, which previously had a significant influence on Islamic architecture due to its residential model. This study aims to provide a social mapping using GIS and primary survey involves community participation of living heritage. As a result, IT becomes the bridge between conservation needs and management patterns of structured organizations that connects all stakeholders. By innovation of digital social mapping, it will be a bridge for the participation of living heritage community with a more transparent and accountable conservation management. In this case, it is shown that Kudus has experienced cultural shifting and transition in traditional houses. The architectural design of the houses that was initially in JP has begun to disappear. The role of the community in social mapping is very decisive in providing data accuracy. Lacking in preservation and maintenance are the main factors, especially the minimum effort from local government. Therefore, active cooperation between cultural communities, communities, and the government is needed to be able to keep the existence of JP intact as a historical heritage building. © 2022 The Author(s). Published by Vilnius Gediminas Technical University.","Conservation; Digital mapping; Living heritage; Traditional wooden house","architectural design; building; conservation management; cultural heritage; digital mapping; GIS; heritage conservation; housing; innovation; local participation; Indonesia",,,,,,"This research was supported by RKAT from Engineering Faculty Universitas Diponegoro. Authors would like to thank you to Prof. M. Agung Wibowo as Dean of Engineering Faculty Universitas Diponegoro and staff, all informants from four districts especially Mr. Nadjib, Mr. Su-marno, Mr. Maftuchah, Mr. Sugito; and also many thanks to N. M. Huwaida, R. Ripardi, A. Amalia, and Felda.",,,,,,,,,,"Absalyamov, T., Tatarstan model of public-private partnership in the field of cultural heritage preservation (2015) Procedia-Social and Behavioral Sciences, 188, pp. 214-217. , https://doi.org/10.1016/j.sbspro.2015.03.375; Achig-Balarezo, M.C., Vázquez, L., Barsallo, M.G., Briones, J.C., Amaya, J., Strategies for the management of built heritage linked to maintenance and monitoring. 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(2017) Cities, 60, pp. 476-486. , https://doi.org/10.1016/j.cities.2016.01.002, Part B; van der Hoeven, A., Historic urban landscapes on social media: The contributions of online narrative practices to urban heritage conservation (2019) City, Culture and Society, 17, pp. 61-68. , https://doi.org/10.1016/j.ccs.2018.12.001; Ward, A.-K., Ravlin, E.C., Building influence as an outsider: A theoretical approach to cross-cultural impression management (2017) Human Resource Management Review, 27 (3), pp. 491-506. , https://doi.org/10.1016/j.hrmr.2016.12.013; Wikantari, R.R., (2001) The Sustainability of Historic Environment Composed of Wooden Traditional Houses in the City of Java, , Doctoral dissertation; Wikantari, R.R., Narumi, K., Prospect of public alley and shared-passage in the historic area of Kudus, Indonesia, based on the residents’ evaluation (2001) Journal of Architecture and Planning (Transactions of AIJ), 66 (545), pp. 197-205. , https://doi.org/10.3130/aija.66.197_2; Wirkus, L., An open source WebGIS application for civic education on peace and conflict (2015) ISPRS International Journal of Geo-Information, 4 (2), pp. 1013-1032. , https://doi.org/10.3390/ijgi4021013; Zoderer, B.M., Tasser, E., Erb, K.-H., Lupo Stanghellini, P.S., Tappeiner, U., Identifying and mapping the tourists’ perception of cultural ecosystem services: A case study from an Alpine region (2016) Land Use Policy, 56, pp. 251-261. , https://doi.org/10.1016/j.landusepol.2016.05.004","Suprapti, A.; Engineering Faculty, Indonesia; email: anang@live.undip.ac.id",,,"Vilnius Gediminas Technical University",,,,,20297955,,,,"English","J. Archit. Urban.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85128784801
"Paulík P., Gašpárek J., Bacuvcík M., Janotka I.","55640202900;57219565038;56067156800;7004304971;","RESEARCH FOCUSED ON LOW CARBONATION OF CONCRETE UNDER OLD CEMENT-BASED RENDER",2022,"Acta Polytechnica CTU Proceedings","33",,,"457","462",,,"10.14311/APP.2022.33.0457","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85130229735&doi=10.14311%2fAPP.2022.33.0457&partnerID=40&md5=4a83965c30a91e845549cbea5fb191e1","Slovak University of Technology, Faculty of Civil Engineering, Department of Concrete Structures and Bridges, Radlinského 2766/11, Bratislava, 810 05, Slovakia; Building, Testing and Research Institute, Studená 967/3, Bratislava, 821 04, Slovakia","Paulík, P., Slovak University of Technology, Faculty of Civil Engineering, Department of Concrete Structures and Bridges, Radlinského 2766/11, Bratislava, 810 05, Slovakia; Gašpárek, J., Slovak University of Technology, Faculty of Civil Engineering, Department of Concrete Structures and Bridges, Radlinského 2766/11, Bratislava, 810 05, Slovakia; Bacuvcík, M., Building, Testing and Research Institute, Studená 967/3, Bratislava, 821 04, Slovakia; Janotka, I., Building, Testing and Research Institute, Studená 967/3, Bratislava, 821 04, Slovakia","In-situ research and laboratory study of the concrete of old bridges shows that despite the low strength classes of concrete and the long time of exposure to CO2, it is possible to moderate the depth of their carbonation. Many old bridges were found during the in-situ survey in Slovakia, which showed negligible carbonation under an old cement render (PRC) even after more than 100 years of direct exposure to CO2. At the same time, it was found that if this protective layer was significantly damaged or missing in some places, the depth of carbonation of the same concrete reached considerable depths, locally 70-80 mm. The article presents and summarizes the findings from in-situ and laboratory research with a possible explanation of this phenomenon. © 2022 The Author(s).","Carbonation; cement render; concrete",,,,,,"Agentúra na Podporu Výskumu a Vývoja, APVV: APVV-17-0204; Slovenská technická univerzita v Bratislave, STU: 26240220084","This work was supported by the Slovak Research and Development Agency under contract No. APVV-17-0204 and the University Science Park (USP) of the Slovak University of Technology in Bratislava (ITMS: 26240220084).",,,,,,,,,,"Chang, C. F., Chen, J. W., The experimental investigation of concrete carbonation depth (2006) Cement and Concrete Research, 36 (9), pp. 1760-1767; Papadakis, V. G., Vayenas, C. G., Fardis, M. N., Experimental investigation and mathematical modeling of the concrete carbonation problem (1991) Chemical Engineering Science, 46 (5-6), pp. 1333-1338. , https://doi.org/10.1016/0009-2509(91)85060-b; Physical and Chemical Characteristics Affecting the Durability of Concrete (1991) ACI Materials Journal, 88 (2). , https://doi.org/10.14359/1993; Parrott, L. J., Killoh, D. C., Carbonation in a 36 year old, in-situ concrete (1989) Cement and Concrete Research, 19 (4), pp. 649-656. , https://doi.org/10.1016/0008-8846(89)90017-3; Villain, G., Thiery, M., Platret, G., Measurement methods of carbonation profiles in concrete: Thermogravimetry, chemical analysis and gammadensimetry (2007) Cement and Concrete Research, 37 (8), pp. 1182-1192. , https://doi.org/10.1016/j.cemconres.2007.04.015; Matthews, S., (2014) Design of durable concrete structures, , IHS BRE Press, Glasgow; Janotka, I., Bačuvčík, M., Paulík, P., Low carbonation of concrete found on 100-year-old bridges (2018) Case Studies in Construction Materials, 8, pp. 97-115. , https://doi.org/10.1016/j.cscm.2017.12.006; Torrent, R., Frenzer, G., (1995) Study on methods to determine and judge characteristic values of the coverconcrete on site Report No. 516, , Bern","Paulík, P.; Slovak University of Technology, Radlinského 2766/11, Slovakia; email: peter.paulik@stuba.sk","Sojkova K.Hajek P.Fiala C.",,"Czech Technical University in Prague","fib International Conference on Concrete Sustainability 2021, ICCS 2021","8 September 2021 through 10 September 2021",,179130,23365382,9788001069646,,,"English","Acta Polytech. CTU Proc.",Conference Paper,"Final","All Open Access, Gold",Scopus,2-s2.0-85130229735
"Nettis A., Iacovazzo P., Raffaele D., Uva G., Adam J.M.","57214778072;57416717700;6508087627;12143743700;56216939800;","Displacement-based seismic performance assessment of multi-span steel truss bridges",2022,"Engineering Structures","254",,"113832","","",,,"10.1016/j.engstruct.2021.113832","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85123032955&doi=10.1016%2fj.engstruct.2021.113832&partnerID=40&md5=1e3cdc050e053a6c3291b7b87f258aca","Department of Civil, Environmental, Land, Building Engineering and Chemistry, Polytechnic University of Bari, Bari, Italy; ICITECH, Universitat Politècnica de València, Valencia, Spain","Nettis, A., Department of Civil, Environmental, Land, Building Engineering and Chemistry, Polytechnic University of Bari, Bari, Italy; Iacovazzo, P., Department of Civil, Environmental, Land, Building Engineering and Chemistry, Polytechnic University of Bari, Bari, Italy; Raffaele, D., Department of Civil, Environmental, Land, Building Engineering and Chemistry, Polytechnic University of Bari, Bari, Italy; Uva, G., Department of Civil, Environmental, Land, Building Engineering and Chemistry, Polytechnic University of Bari, Bari, Italy; Adam, J.M., ICITECH, Universitat Politècnica de València, Valencia, Spain","Simplified mechanics-based approaches for the seismic performance analysis are used for the risk assessment of large bridge portfolios. This study evaluates the applicability and effectiveness of displacement-based assessment (DBA) and nonlinear static procedures for multi-span railway steel truss bridges. Although built in the first part of the last century, these historical bridges are currently in service within the European railway networks, and their seismic performance is poorly investigated in the literature. Direct DBA algorithms and pushover-based procedures aimed at seismic performance assessment and fragility analysis of bridges are presented and tested within a set of case studies parametrically generated by using an archetype steel truss bridge. The first part of this study focuses on the seismic analysis of steel braced towers which, in many situations, compose the substructure of steel truss multi-span bridges. A simplified pseudo-pushover and an accurate equivalent viscous damping formulation are proposed to be used for the approximate performance displacement assessment of these structural components. The second part discusses the accuracy of the investigated approaches for multi-span steel truss bridges through comparisons with nonlinear time history analysis. The results of the parametric analysis are used to propose recommendations for an appropriate DBA or pushover-based strategy for the deterministic performance assessment and fragility analysis with reference to the damage state of the supporting towers or bridge serviceability in terms of superstructure transverse deformation. © 2022 Elsevier Ltd","Capacity spectrum method; Displacement-based seismic assessment; Fragility analysis; Nonlinear time history; Pushover analysis; Steel truss bridges","Damage detection; Nonlinear analysis; Railroads; Seismic design; Seismic waves; Seismology; Steel bridges; Trusses; Capacity spectrum method; Displacement-Based; Displacement-based seismic assessment; Fragility analysis; Multi-spans; Nonlinear time history; Push-over analysis; Seismic assessment; Seismic performance assessment; Steel truss bridge; Risk assessment; bridge; displacement; performance assessment; seismic response; steel structure; structural analysis; Europe",,,,,"Generalitat Valenciana, GVA; Ministero dell’Istruzione, dell’Università e della Ricerca, MIUR: DOT130UZWT","This study was part of the Industrial PhD research program (PON-RI 2014-2020) sponsored by the Italian Ministry of University and Research (DOT130UZWT). We would like to express our gratitude to FGV (Ferrocarrils de la Generalitat Valenciana) and CALSENS S.L. for providing data of a real bridge, also to Juan Antonio García Cerezo, of FGV, for his invaluable cooperation and recommendations.",,,,,,,,,,"(2015), https://www.un.org/ga/search/view_doc.asp?symbol=A/RES/70/1&Lang=E, United Nations. 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Taylor & Francis Group;; Della Corte, G., Mazzolani, F.M., Theoretical developments and numerical verification of a displacementbased design procedure for steel braced structures (2008) Proc 14th world conf earthq eng, Beijing; Pinho, R., Casarotti, C., Antoniou, S., A comparison of single-run pushover analysis techniques for seismic assessment of bridges (2007) Earthq Eng Struct Dyn, 36 (10), pp. 1347-1362; Dwairi, H., Kowalsky, M., Implementation of inelastic displacement patterns in direct displacement-based design of continuous bridge structures (2006) Earthq Spectra, 22 (3), pp. 631-662; Celik, O.C., Ellingwood, B.R., Seismic fragilities for non-ductile reinforced concrete frames – role of aleatoric and epistemic uncertainties (2010) Struct Saf, 32 (1), pp. 1-12","Nettis, A.; Department of Civil, Italy; email: andrea.nettis@poliba.it",,,"Elsevier Ltd",,,,,01410296,,ENSTD,,"English","Eng. Struct.",Article,"Final","",Scopus,2-s2.0-85123032955
"Milani G., Sarhosis V.","9741778200;56005560400;","Introduction",2022,"Research for Development",,,,"1","20",,,"10.1007/978-3-031-12873-8_1","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85142679256&doi=10.1007%2f978-3-031-12873-8_1&partnerID=40&md5=c553af4752fe9227aa85f474519c3701","Department of Architecture, Built Environment and Construction Engineering, Polytechnic of Milan, Piazza Leonardo da Vinci 32, Milano, 20133, Italy; School of Civil Engineering, University of Leeds, Leeds, LS2 9JT, United Kingdom","Milani, G., Department of Architecture, Built Environment and Construction Engineering, Polytechnic of Milan, Piazza Leonardo da Vinci 32, Milano, 20133, Italy; Sarhosis, V., School of Civil Engineering, University of Leeds, Leeds, LS2 9JT, United Kingdom","Structures of architectural heritage have inevitably suffered damage with time, and this is particularly true for vaults and domes. Earthquakes, soil settlements, material degradation and lack of maintenance are the main reasons for that. With Sustainable Development Goal 11 (SDG 11), countries have pledged to “make cities and human settlements inclusive, safe, resilient and sustainable”. Within this goal, Target 11.4 aims to “strengthen efforts to protect and safeguard the world’s cultural heritage”. In Europe, inside cathedrals, churches in general, common buildings, castles, towers and palaces the role played by curved masonry and wood structures, in the form of arches, vaults and domes are among the most well recognized. Arches are also very common and of major importance in Roman and Medieval bridges, as well as in aqueducts. The evolution from trilithons to arches, passing through corbel vaults was a Roman intuition; the further refinement of the idea, achieved in the Middle Age and Renaissance, to conceive structures resistant thanks to their geometry led in Europe to build double curvature structures and domes with impressive artistic value. There is an imperative need to ensure that these outstanding structures continue to be an integral part of local life, given the increasing level of support and expertise required to maintain them at a time when the limited resources in communities are becoming ever more stretched. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.",,,,,,,,,,,,,,,,,,"Audenaert, A., Fanning, P., Sobczak, L., Peremans, H., 2-D analysis of arch bridges using an elasto-plastic material model (2008) Eng Struct, 30, pp. 845-855; Belidor, B.F., 1729) La Science Des ingénieurs Dans La Conduit Des Travaux De Fortification Et d’architecture Civile, , Paris; Benvenuto, E., (1991) An Introduction to the History of Structural Mechanics, Part, p. II. , Vaulted structures and elastic systems. Springer, N.Y; Boothby, T., Collapse modes of masonry arch bridges (1995) J Brit Mason Soc, 9 (2), pp. 62-69; Cavicchi, A., Gambarotta, L., Collapse analysis of masonry bridges taking into account arch-fill interaction (2005) Eng Struct, 27 (4), pp. 605-615; Cavicchi, A., Gambarotta, L., Two-dimensional finite element upper bound limit analysis of masonry bridges (2006) Comput Struct, 84 (31-32), pp. 2316-2328; Chiozzi, A., Milani, G., Tralli, A., A Genetic algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults (2017) Comput Struct, 182, pp. 187-204; Chiozzi, A., Grillanda, N., Milani, G., Tralli, A., Limit analysis of masonry arch bridges through an adaptive GA-NURBS upper-bound approach (2020) Int J Mason Res Inno, 5 (4), pp. 538-552; Como, M., (2013) Statics of Historic Masonry Constructions, , Springer-Verlag, Berlin; Coulomb, C.A., Sur Une Application Des Régles De Maximis Et Minimis à Quelques Problems De Statique Relatives à l’architecture. Mém. Acad. Sci, p. VII. , Savants Etrangers, Paris, vol; D’Altri, A.M., de Miranda, S., Castellazzi, G., Sarhosis, V., Theodossopoulos, D., Historic barrel vaults undergoing differential settlements (2019) J Cult Herit, 14 (8), pp. 1196-1209. , https://doi.org/10.1080/15583058.2019.1596332; Dais, D., Bal, I.E., Smyrou, E., Sarhosis, V., Automatic crack classification and segmentation on masonry surfaces using convolutional neural networks and transfer learning (2021) Autom Constr, 125. , https://doi.org/10.1016/j.autcon.2021.103606; De la Hire P (1712) Sur la Construction des voutes dans les édifices Mémoires De l’Académie Royale Des Sciences, , Paris; Del Piero, G., Limit analysis and no-tension materials (1998) Int J Plasticity, 14 (1-3), pp. 259-271; Dhanasekar, M., Page, A.W., Kleeman, P.W., The failure of brick masonry under biaxial stresses (1985) Proc Instn Civ Engrs Part, 2 (79, June), pp. 295-313; Di Pasquale, S., New trends in the analysis of masonry structures (1992) Meccanica, 27, pp. 173-184; Ferris, M.C., Tin-Loi, F., Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints (2001) Int J Mech Sci, 43, pp. 209-224; Forgács, T., Sarhosis, V., Bagi, K., Minimum thickness of semi-circular skewed masonry arches (2017) Eng Struct, 140, pp. 317-336. , https://doi.org/10.1016/j.engstruct.2017.02.036; Forgács, T., Sarhosis, V., Bagi, K., Influence of construction method on the load bearing capacity of skew masonry arches (2018) Eng Struct, 168, pp. 612-627. , https://doi.org/10.1016/j.engstruct.2018.05.005; Forgács, T., Sarhosis, V., Adany, S., (2021) Shakedown and Dynamic Analysis of Railway Masonry Arch Bridges. Eng Struct, , https://doi.org/10.1016/j.engstruct.2020.111474; Gilbert, M., Ring: A 2D rigid block analysis program for masonry arch bridges (2001) Proceedings 3Rd International Arch Bridges Conference, pp. 109-118. , Paris, France; Gilbert, M., Casapulla, C., Ahmed, H.M., Limit analysis of masonry block structures with non-associative frictional joints using linear programming (2006) Comput Struct, 84, pp. 873-887; Grillanda, N., Chiozzi, A., Milani, G., Tralli, A., Efficient meta-heuristic mesh adaptation strategies for NURBS upper–bound limit analysis of curved three-dimensional masonry structures (2020) Comp Struct, 236; Heyman, J., The stone skeleton (1966) Int. Journ. Solids Structures, 2, p. 249; Heyman, J., The safety of masonry arches (1969) Int J Mech Sci, 43, pp. 209-224; Heyman, J., (1972) Coulomb’s Memoir on Statics, , Cambridge Univ, Press; Heyman, J., (1977) Equilibrium of Shell Structures, , Oxford University Press, Oxford; Heyman, J., (1982) The Masonry Arch, , Cambridge Press, Cambridge; Heyman, J., (1997) The Stone Skeleton, , Cambridge Univ, Press; Hooke, R., A description of helioscopes (1675) And Some Other Instruments, , John & Martin Printer to the Royal Society, London; Huerta, S., Mechanics of masonry vaults: The equilibrium approach (2001) Proceedings Historical Constructions, , Lourenço PB, Roca P, Guimarães PT; Kassotakis, N., Sarhosis, V., Employing non-contact sensing techniques for improving efficiency and automation in numerical modelling of existing masonry structures: A critical literature review (2021) Structures, 32, pp. 1777-1797. , https://doi.org/10.1016/j.istruc.2021.03.111; Kooharian, A., Limit analysis of voussoirs (segmental) and concrete arches (1952) J am Concr Inst, 24 (4), pp. 317-328; Loverdos, D., Sarhosis, V., Adamopoulos, E., Drougkas, A., An innovative image processing-based framework for the numerical modelling of cracked masonry structures (2021) Autom Constr, 125. , https://doi.org/10.1016/j.autcon.2021.103633; Marcolongo, R., (1937) Studi Vinciani, Naples, 7; Mascheroni L (1785) Nuove Ricerche sull’equilibrio Delle Volte, pp. 25-54. , Locatelli, Bergamo; Mery, E., Sur l’equilibre des voutes en berceau. Annales des Ponts et Chaussées (1840) Paris; Milani, G., Upper bound sequential linear programming mesh adaptation scheme for collapse analysis of masonry vaults (2015) Adv Eng Softw, 79, pp. 91-110; Milani, G., Lourenço, P.B., 3D non-linear behavior of masonry arch bridges (2012) Comput Struct, 110-111, pp. 133-150; Milani, G., Lourenço, P.B., Tralli, A., Homogenised limit analysis of masonry walls, Part I: Failure surfaces (2006) Comput Struct, 84, pp. 166-180; Milani, G., Lourenço, P.B., Tralli, A., Homogenised limit analysis of masonry walls, Part II: Structural examples (2006) Comput Struct, 84 (3-4), pp. 181-195; Milani, G., Milani, E., Tralli, A., Upper bound limit analysis model for FRP-reinforced masonry curved structures. Part I: Unreinforced masonry failure surfaces (2009) Comp Struct, 87 (23-24), pp. 1516-1533; Navier, C.L.H., (1826) Résumé Des Leçons données à l’École Royale Des Ponts Et Chaussées Sur l’Application De La Mécanique à l’Etablissement Des Constructions Et Des Machines. 1ère Partie: Leçons Sur La résistance Des Materiaux Et Sur l’établissement Des Constructions En Terre, , en maçonnerie et en charpente, Paris; Page, A.W., The biaxial compressive strength of brick masonry (1981) Proc Instn Civ Engrs Part, 2 (71, Sept), pp. 893-906; The approximate estimation of safe loads on masonry bridges (1948) Civil Eng War: Inst Civ Eng, 1, p. 365. , Pippard AJS; Poleni, G., 1748) Memorie istoriche della gran cupola del tempio vaticano e de’ danni di essa, e de’ ristoramenti loro. Padova 1748. Ristampa della Biblioteca Facoltà di Arch. Univ. di Roma La Sapienza (1988) Rome; Poncelet, J.V., 1852) Examen critique et historique des principales théories ou solutions concernant l’équilibre des voutes Comptes Rendus, p. 35; Radenkovic, D., Théorèmes limites pour un materiau de Coulomb a dilatation non standardise (1961) Comptes Rendue Académie Sciences Paris, 252, pp. 4103-4104; Salençon, J., Application of the theory of plasticity in soil mechanics (1977) John Wiley & Sons (USA); Sarhosis, V., Oliveira, D.V., Lemos, J.V., Lourenco, P., The effect of the angle of skew on the mechanical behaviour of arches (2014) Mech Res Commun, 61, pp. 49-53. , https://doi.org/10.1016/j.mechrescom.2014.07.008; Sarhosis, V., de Santis, S., de Felice, G., A review of experimental investigations and assessment methods for masonry arch bridges (2016) J Struct Infrastruct Eng, 12 (11), pp. 1439-1464. , https://doi.org/10.1080/15732479.2015.1136655; Sarhosis, V., Forgács, T., Lemos, J.V., A discrete approach for modelling backfill material in masonry arch bridges (2019) Comput Struct, 224, pp. 106-118. , https://doi.org/10.1016/j.compstruc.2019.106108; Sarhosis, V., Forgács, T., Lemos, J.V., Stochastic strength prediction of masonry structures: A methodological approach or a way forward (2020) RILEM Tech Lett, 40, pp. 122-129. , https://doi.org/10.21809/rilemtechlett.2019.100; Schueremans, L., van Genechten, B., The use of 3D-laser scanning in assessing the safety of masonry vaults: A case study on the church of Saint-Jacobs (2009) Optics Lasers Eng, 47, pp. 329-335; Stockdale, G.L., Sarhosis, V., Milani, G., Seismic capacity and multi-mechanism analysis for dry-stack masonry arches subjected to hinge control (2020) Bull Earthq Eng, pp. 673-724. , https://doi.org/10.1007/s10518-019-00583-7; Tralli, A., Chiozzi, A., Grillanda, N., Milani, G., Masonry structures in the presence of foundation settlements and unilateral contact problems (2020) Int J Solids Struct, 191-192, pp. 187-201; Zampieri, P., Cavalagli, N., Gusella, V., Pellegrino, C., Collapse displacements of masonry arch with geometrical uncertainties on spreading supports (2018) Comput Struct, 208, pp. 118-129","Milani, G.; Department of Architecture, Piazza Leonardo da Vinci 32, Italy; email: gabriele.milani@polimi.it",,,"Springer Science and Business Media Deutschland GmbH",,,,,21987300,,,,"English","Res. Dev.",Book Chapter,"Final","",Scopus,2-s2.0-85142679256
"Dolejs J., Cervenka P., Werunsky M., Kolpasky L., Pribramsky V., Ryjacek P.","26031433900;57211492780;57981759000;57192210111;57210970932;56176683000;","Replacing a Steel Bridge Using Longitudinal Rotation",2022,"Structural Engineering International",,,,"","",,,"10.1080/10168664.2022.2124937","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85142603293&doi=10.1080%2f10168664.2022.2124937&partnerID=40&md5=b3b8ad845e2b9823fa5d5a3df0fda19d","Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic","Dolejs, J., Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic; Cervenka, P., Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic; Werunsky, M., Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic; Kolpasky, L., Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic; Pribramsky, V., Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic; Ryjacek, P., Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic","This paper discusses the unique replacement of three historical bridge spans across the Hracholusky dam in the Czech Republic. The erection of the bridge was performed using longitudinal launching of a new bridge structure onto the old one, connecting and rotating the structure around a longitudinal axis before removing the old span. © 2022 International Association for Bridge and Structural Engineering (IABSE).","erection; Hracholusky dam; replacing; rotation of bridges; steel bridge","Structural design; Bridge spans; Bridge structures; Czech Republic; Erection; Historical bridges; Hracholusky dam; Longitudinal axis; Replacing; Rotation of bridge; Steel bridges",,,,,,,,,,,,,,,,"(2005) BCSA Guide to the Erection of Steel Bridges, , London: BCSA,. No: 0 85073 046 5; Rosignoli, M., Bridge construction equipment (2016) Innovative Bridge Design Handbook: Construction, Rehabilitation and Maintenance, pp. 701-717. , Pipinato A., (ed), Oxford: Elsevier Inc.,. In:, editor.,; p; LaViolette, M., Wipf, T., Lee, Y., (2007) Bridge Construction Practices Using Incremental Launching, , Washington (DC: AASHTO; Su, M., Wang, J., Peng, H., State-of-the-art review of the development and application of bridge rotation construction methods in China (2021) Sci ChinaTech Sci, 64, pp. 1137-1152","Cervenka, P.; Faculty of Civil Engineering, Czech Republic; email: petr.cervenka.1@fsv.cvut.cz",,,"Taylor and Francis Ltd.",,,,,10168664,,,,"English","Struct Eng Int J Int",Article,"Article in Press","",Scopus,2-s2.0-85142603293
"Pizzoli R., Cardani G., Bassani P.","57214224574;6507654604;57971580800;","ENERGY EFFICIENCY AND PRESERVATION OF DIFFUSE HISTORIC BUILDINGS: OPPORTUNITIES AND OPEN QUESTIONS",2022,"REHABEND",,,,"1752","1759",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85142242076&partnerID=40&md5=0a0388ef3d9bdf8c10ef1d974f9717ea","Department of civil and Environmental Engineering (DICA), Politecnico di Milano, Italy; Department of Architecture and Urban Studies (DASTU), Politecnico di Milano, Italy","Pizzoli, R., Department of civil and Environmental Engineering (DICA), Politecnico di Milano, Italy; Cardani, G., Department of civil and Environmental Engineering (DICA), Politecnico di Milano, Italy; Bassani, P., Department of Architecture and Urban Studies (DASTU), Politecnico di Milano, Italy","The aim is to address the issue of architectural heritage belonging to the diffuse residential buildings, most of which are privately owned and used as residences, to the possibility of being subjected to energy retrofitting, a highly topical issue, while at the same time maintaining their historic features and aesthetic prerogatives. If the historical-constructive characteristics of the constructions of the residential buildings are taken into account, it emerges that they are the result of a centuries-old relationship between the environment in which they were conceived and been renovated over centuries and the resources offered by the territory itself. For essentially utilitarian reasons, they have defined peculiarities that do nothing more than support and enhance the place where they were built. The extensive use of wood, the oversized structures, the orientation of the buildings and their closeness, when they are located in urban centres, give widespread historic buildings specific features similar to those required today for the proper management of buildings from an energy point of view. The energy retrofitting projects should therefore be mainly linked to the air conditioning systems, which, with greater efficiency and less invasiveness, can increase the thermal comfort inside the individual building units, which in principle could be exempt from interventions that involve invasiveness in terms, above all, of aesthetics. In this regard, some examples of energy retrofit on historical residential buildings halfway between the farmhouse and the Lombardy courtyard will be analysed. At this juncture, the diagnostic analyses, mainly non-destructive and usually used in the field of restoration, can provide a valid and fundamental contribution both for the identification of thermal bridges in buildings, and to provide data for an effective dimensioning of the characteristics of the system and its placement within the building units, without any disruptions and maximising the qualities linked to their conformation and structure. In conclusion, a discussion is made that attempts to combine respect for the historical characteristics of a building with energy efficiency work, trying to make it more durable and more environmentally sustainable, but also trying to meet the legitimate aspirations of the property. © 2022, University of Cantabria - Building Technology R&D Group. All rights reserved.","Cultural heritage; Energy efficiency; Historic residential buildings; Passive green building; Sustainability",,,,,,,,,,,,,,,,,"(2014) Directive 2010/31/EU of 19 May 2010, , Energy performance of buildings (EPBD) and its following amending, as L.D 2012/27/UE and L.D; Cultural Heritage and Landscape Code - Codice Dei Beni Culturali E Del Paesaggio (In Italian), (42). , Legislative Decree 22.1.2004; (2015) Mibact, Guidelines for the Improvement of Energy Efficiency in Cultural Heritage - Architecture, Historical and Urban Centers and Nuclei - Linee Di Indirizzo per Il Miglioramento dell’efficienza Energetica Nel Patrimonio Culturale - Architettura, Centri E Nuclei Storici Ed Urbani; (2017) Conservation of Cultural Heritage - Guidelines for Improving the Energy Performance of Historic Buildings; Pracchi, V., Buda, A., Le Linee di Indirizzo per il miglioramento dell’efficienza energetica nel patrimonio culturale: Indagine per la definizione di uno strumento guida adeguato alle esigenze della tutela Restauro: Conoscenza, Progetto, Cantiere, Gestione. Società Italiana per Il Restauro dell’Architettura (SIRA) - Edizioni Quasar Di S. Tognon Srl, , S.F. Musso, M. Pretelli eds; Buda, A., De Place Hansen, E.J., Rieser, A., Giancola, E., Pracchi, V., Conservation-Compatible Retrofit Solutions in Historic Buildings: An Integrated Approach (2021) Sustainability, 13, pp. 1-19; Pracchi, V., Alcune riflessioni su sostenibilità ed efficienza energetica nell’edilizia storica (2017) Materiali E Strutture. Problemi Di Conservazione, Restauro E Impianti, (11). , D. Fiorani, ed., Edizioni Quasar, Roma; (2020) LAW 17.7.2020, N. 77, Conversion into Law, with Amendments, of Decree-Law No. 34 of May 19, 2020, Containing Urgent Measures on Health, Support for Work and the Economy, as Well as Social Policies Related to the Epidemiological Emergency from COVID-19; Garzulino, A., Energy Efficiency: A Multi-Criteria Evaluation Method for the Intervention on Built Heritage (2020) Sustainability, 12 (21), p. 9223; Bernareggi, A., Cascine milanesi (2015) Meravigli Editore, Cernusco Sul Naviglio, , (MI), Italy; Ferrario, G., (2007) Cascine Di Busto Arsizio, Storia Ed Architettura, , Nomos Editore, Busto Arsizio (VA), Italy; Ghidetti, G., Le cascine viste dall’architetto (2000) L’Informazione, Anno Xxi-N.30, Alfaprint S.N.C., Busto Arsizio, pp. 48-49; Montanaro, P., Il trullo, un esempio di architettura bioclimatica (1989) Locorotondo, (5), pp. 11-17. , https://digilander.libero.it/locomind/trullo/trullo.htm, Grafischena Editore, Fasano (BR) luglio; Raslan, E., (2019) Energy Retrofit and Conservation Issues in Hot Arid Climates: The Case of 19Th and 20Th Centuries Heritage Residential Buildings in Cairo, Egypt, , Ph.D. thesis, 31st cycle, Politecnico di Milano, Milan, Italy; (2021), https://www.ideegreen.it/tegole-fotovoltaiche-32016.html; Feiffer, C., Postface (2013) Efficienza Energetica E Patrimonio Custodito, , E. Lucchi, V. Pracchi, eds, Maggioli Ed., Milano",,"Blanco H.Boffill Y.Lombillo I.",,"University of Cantabria - Building Technology R&D Group","9th Euro-American Congress on Construction Pathology, Rehabilitation Technology and Heritage Management, REHABEND 2022","13 September 2022 through 16 September 2022",,284789,23868198,9788409422524,,,"English","Rehabend",Conference Paper,"Final","",Scopus,2-s2.0-85142242076
"Bender T., Schober K.-U., Ihle R.","57970996800;7005606731;57972010600;","ON-SITE REHABILITATION OF DECAYED TIMBER FLOORS WITH EPOXY-RESIN COMPOSITES",2022,"REHABEND",,,,"2022","2029",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85142235662&partnerID=40&md5=8a9dae15385f7623ae109d10f2a2998c","Mainz University of Applied Sciences, Timber and Plastics Research Group, Germany; Ed. Züblin AG, Subdivision Stuttgart, Germany","Bender, T., Mainz University of Applied Sciences, Timber and Plastics Research Group, Germany; Schober, K.-U., Mainz University of Applied Sciences, Timber and Plastics Research Group, Germany; Ihle, R., Ed. Züblin AG, Subdivision Stuttgart, Germany","Renovation and restoration of historic timber floors in cultural heritage buildings can be challenging. Decayed beam-ends have to be replaced due to fungal or insect defects and on-site interventions can get expensive along with a loss of historical substance. Nowadays, two applications are commonly used: (i) Leaf joints, where the connection point is bridged with a wooden or steel leaf in a force-fit manner, or (ii) the BETA-system has been applied in many European countries, especially in England and Germany. The BETA-system is based on the replacement of damaged beam sections with wooden prosthesis, connected to the sound part by means of drilled-in fiberglass rods adhesively bonded with polyurethane resin. Although the quality assurance of the on-site bonding process can be a considerable problem. In addition, the limited workspace in many cases can lead to problems applying the reinforcement with accuracy. Based on the experience with the deficits of those interventions, a new application system has been developed connecting existing floor beams and wooden prosthesis with epoxy-resin composites and low intrusion, efficient where working space is limited. The new concept represents a non-cost and non-time consuming technique, where decayed parts are attached to sound wood with epoxy-based mineral casting. Here, a notch is milled in the remaining sound wood from the top. The mineral casting of epoxy resin and fillers is placed into a slot and creates a frictional connection with the timber by means of full adhesive bonding. This fundamental importance of the overall performance has been approved by testing of matured and un-matured specimens. Further applications are inclined joints, e.g. the support of damaged rafters in the eaves area. For this purpose, plastic casings have been developed to prevent the adhesive grout from leaking. The formwork features a biomimetic surface structure and gives the composite an appearance like the historic original. © 2022, University of Cantabria - Building Technology R&D Group. All rights reserved.","Composites; Decay; Rehabilitation; Strengthening; Timber floors",,,,,,"Bundesministerium für Wirtschaft und Energie, BMWi: ZF4119605","Parts of the presented research were funded by the German Federal Ministry for Economic Affairs and Energy according to a decision of the German Federal Parliament (Grant Agreement No. ZF4119605). Its contents are solely the responsibility of the authors and do not necessarily represent the official views of the funding agency. On behalf of all authors, the corresponding author states that there is no conflict of interest.",,,,,,,,,,"Mönck, W., Erler, K., (1999) Schäden an Holzkonstruktionen, p. 318. , Berlin, Germany: Verlag für Bauwesen; Pizzo, B., Schober, K.U., (2008) On Site Interventions on Decayed Beamends, 18, pp. 40-49. , LIGNOVISIONEN, Bonding with Timber, Vienna, Austria: Universität für Bodenkultur Wien, (Teischinger, A., Ed; Lißner, K., Rug, W., Holzbausanierung (2000) Grundlagen Und Praxis Der Sicheren Ausführung, p. 441. , Berlin, Germany: Springer; Lißner, K., Rug, W., (2018) Holzbausanierung Beim Bauen Im Bestand, pp. 440-442. , Berlin, Germany: Springer; Lißner, K., Rug, W., (2001) Modernisierung Von Altbauten. Holzbau Handbuch, Reihe 1, Teil 14, Folge 1, p. 26. , Munich, Germany: DGfH Innovations- und Service GmbH; Matthes, S., (2016) Sanierung Von Schwammbefallenen Und Schadstoffbelasteten Holzkonstruktionen am Beispiel Der Rosa-Luxemburg-Schule in Chemnitz, pp. 31-32. , https://opus.ba-glauchau.de/frontdoor/index/index/docId/3413, Diploma Thesis, Glauchau: University of cooperative education; Paul, O., (1979) Neue Sanierungsmethode für Schadhafte Deckenbalkenköpfe, pp. 401-403. , bauen mit holz 8/79. Cologne: Bruderverlag; Bauart Zur Sanierung Schadhafter Holzbauteile, pp. 2-41. , https://www.dibt.de/de/service/zulassungsdownload/detail/z-1072-41, German national technical approval Z-10; Jahreis, M., Experimentelle Untersuchungen zum Tragverhalten von Reparaturverbindungen an Holzträgern - Längsstoß mit eingeleimten GFK-Stäben (2012) Proceedings Forschung Und Praxis Im Holzbau 2012, , University of Stuttgart, Stuttgart","Bender, T.; Mainz University of Applied Sciences, Germany; email: tom.bender@hs-mainz.de","Blanco H.Boffill Y.Lombillo I.",,"University of Cantabria - Building Technology R&D Group","9th Euro-American Congress on Construction Pathology, Rehabilitation Technology and Heritage Management, REHABEND 2022","13 September 2022 through 16 September 2022",,284789,23868198,9788409422524,,,"English","Rehabend",Conference Paper,"Final","",Scopus,2-s2.0-85142235662
"Xie R., Li M., Xu C.","57950517200;57893382400;57950517300;","Study on the Technical Status of Old Concrete Truss-Arch Bridge Based on Vehicle-Bridge Interaction",2022,"Advances in Civil Engineering","2022",,"9946957","","",,,"10.1155/2022/9946957","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85141072670&doi=10.1155%2f2022%2f9946957&partnerID=40&md5=0c0324e7d7cb06f846c7fe8e8d020eed","College of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215000, China","Xie, R., College of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215000, China; Li, M., College of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215000, China; Xu, C., College of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215000, China","With the rapid development of the country's economy, a large number of heavy vehicles are being used due to the expansion of transportation demand and increased transportation costs. For the old concrete truss-arch bridges built in the last century, the bridges may hardly meet the modern traffic volume. With respect to old bridges in poor condition, it takes more time and resources to evaluate the technical status by field load tests, and there are some safety risks. A finite element method based on vehicle-bridge coupled vibration theory was proposed for evaluating the technical status of concrete truss-arch bridges in this paper. An old concrete truss-arch bridge in the suburbs of Suzhou, China, was selected as the research object. The field static and dynamic load tests were conducted and the results are consistent with the results of the numerical simulation based on the method proposed in this study. It can be concluded that the proposed numerical method can be widely used to assess the technical state of the old concrete truss-arch bridges in poor condition. © 2022 Renchao Xie et al.",,,,,,,,,,,,,,,,,,"(2004) General Specifications for Design of Highway Bridges and Culverts, , Jtg D60-2004, China Ministry of Transport of the People's Republic of China; Bhattacharya, B., Li, D., Chajes, M., Hastings, J., Reliability based load and resistance factor rating using in-service data (2005) Journal of Bridge Engineering, 10 (5), pp. 530-543. , 2-s2.0-24944479164; Lai, L., Baker, G.S., Dragan, M.S., (2009) Load Testing on Two Bridge Superstructures Structures Congress on Engineering Smarter, pp. 1093-1101. , New York, NY, USA ASCE; Delgrego, M.R., Culmo, M.P., Dewolf, J.T., Performance evaluation through field testing of century- old railroad truss bridge (2008) Journal of Bridge Engineering, 13 (2), pp. 132-138. , 2-s2.0-39349085933; Breña, S.F., Jeffrey, A.E., Civjan, S.A., Evaluation of a noncomposite steel girder bridge through live-load field testing (2013) Journal of Bridge Engineering, 18 (7), pp. 690-699. , 2-s2.0-84878954600; Terzioglu, T., Jiang, D., Hueste, M.B.D., Mander, J.B., Fry, G.T., Experimental investigation of a full-scale spread slab beam bridge (2016) Journal of Bridge Engineering, 21 (11), p. 11. , 040160821 2-s2.0-84991823769; Fang, I.K., Chen, C.-R., Chang, I.-S., Field static load test on kao-ping-hsi cable-stayed bridge (2004) Journal of Bridge Engineering, 9 (6), pp. 531-540. , 2-s2.0-13844262769; Deng, L., Cao, R., Wang, W., Yin, X., A multi-point tire model for studying bridge-vehicle coupled vibration (2016) International Journal of Structural Stability and Dynamics, 16 (8). , 1550047 2-s2.0-84941352642; Deng, L., Wang, F., Impact factors of simply supported prestressed concrete girder bridges due to vehicle braking (2015) Journal of Bridge Engineering, 20 (11). , 06015002 2-s2.0-84944400660; Deng, L., He, W., Shao, Y., Dynamic impact factors for shear and bending moment of simply supported and continuous concrete girder bridges (2015) Journal of Bridge Engineering, 20 (11). , 04015005 2-s2.0-84944401567; Zhang, N., Zhou, Z., Wu, Z., Safety evaluation of a vehicle-bridge interaction system using the pseudo-excitation method (2022) Railway Engineering Science, 30 (1), pp. 41-56; Chen, E., Zhang, X., Dynamic analysis of viscoelastic asphalt pavement under vehicle-bridge interaction load (2021) Journal of Transportation Engineering, Part B:Pavements, 147, p. 4; Zhang, L., Feng, D., Wu, G., Simultaneous identification of bridge damage and vehicle parameters based on bridge strain responses (2022) Structural Control and Health Monitoring, 29 (6). , e2945; Luo, Y., Zheng, H., Zhang, H., Liu, Y., Fatigue reliability evaluation of aging prestressed concrete bridge accounting for stochastic traffic loading and resistance degradation (2021) Advances in Structural Engineering, 24 (13), pp. 3021-3029; Wang, T.L., Huang, D.Z., Shahawy, M., Dynamic response of multigirder bridges (1992) Journal of Structural Engineering, 118 (8), pp. 2222-2238. , 2-s2.0-0026909593; Harris, N.K., Obrien, E.J., González, A., Reduction of bridge dynamic amplification through adjustment of vehicle suspension damping (2007) Journal of Sound and Vibration, 302 (3), pp. 471-485. , 2-s2.0-33847253391; Huang, D., Wang, T.L., Impact analysis of cable stayed bridges (1992) Computers & Structures, 43 (5), pp. 897-908. , 2-s2.0-0027110581; Deng, L., He, W., Yuy, Research progress in theory and applications of Highway vehicle-bridge coupling vibration (2018) China Journal of Highway and Transport, 31 (7), pp. 38-54; Sun, Z., Zou, Z., Towards an efficient method of predicting vehicle-induced response of bridge (2016) Engineering Computations, 33 (7), pp. 2067-2089. , 2-s2.0-84989876253; Sokol, M., Venglár, M., Lamperová, K., Marfoldi, M., Performance assessment of a renovated precast concrete bridge using static and dynamic tests (2020) Applied Sciences, 10 (17), p. 5904; Zhang, I.B.L.U., Wang, S., Bing, L.I., Dynamic response of a vehicle-bridge expansion joint coupled system (2016) Shock and Vibration, 2016. , 1621589; Zhu, X.Q., Law, S.S., Dynamic load on continuous multi-lane bridge deck from moving Vehicles (2002) Journal of Sound and Vibration, 251 (4), pp. 697-716. , 2-s2.0-0037018516; Kim, C.W., Kawatani, M., Kim, K.B., Three-dimensional dynamic analysis for bridge vehicle interaction with roadway roughness (2005) Computers & Structures, 83 (19-20), pp. 1627-1645. , 2-s2.0-19944403567; (2016) Load Test Methods for Highway Bridge, , Jtg/T J21-01-2015, China Ministry of Transport of the People's Republic of China; Li, H., (2005) Dynamic Response of Highway Bridges Subjected to Heavy Vehicle, , Tallahassee Florida State University; Cai, C.S., Shi, X.M., Araujo, M., Chen, S., Effect of approach span condition on vehicle-induced dynamic response of slab-on-girder road bridges (2007) Engineering Structures, 29 (12), pp. 3210-3226. , 2-s2.0-36148950167; Wyss, J.C., Su, D., Fujino, Y., Prediction of vehicle-induced local responses and application to a skewed girder bridge (2011) Engineering Structures, 33 (4), pp. 1088-1097. , 2-s2.0-79951955326; Dodds, C.J., Robson, J.D., The description of road surface roughness (1973) Journal of Sound and Vibration, 31 (2), pp. 175-183. , 2-s2.0-85025790246; Deng, L., Cai, C.S., Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges (2010) Engineering Structures, 32 (1), pp. 21-31. , 2-s2.0-70449635394; Lu, S.B., (2009) Study on Vehicle Chassis Key Subsystems and Its Integrated Control Strategy, , Chongqing Chongqing University; Deng, L., Chen, Y.X., Han, W.S., Studying impact factors for short and medium span simply supported concrete Highway bridges and its suggested values (2020) China Journal of Highway and Transport, 33 (1), pp. 69-78","Li, M.; College of Civil Engineering, China; email: liming@usts.edu.cn",,,"Hindawi Limited",,,,,16878086,,,,"English","Adv. Civ. Eng.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85141072670
"Koteš P., Kotula P., Odrobiňák J., Prokop J.","6505747528;24721907600;36599152100;57195241856;","Diagnostics and Evaluation of Two Atypical Girder Bridges on Railway Line",2022,"Key Engineering Materials","930",,,"211","216",,,"10.4028/p-i418x0","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85140260637&doi=10.4028%2fp-i418x0&partnerID=40&md5=fe1a240e23e3119b83a3770cbd6bcab9","University of Zilina, Faculty of Civil Engineering, Univerzitna 8215/1, Zilina, 01 26, Slovakia","Koteš, P., University of Zilina, Faculty of Civil Engineering, Univerzitna 8215/1, Zilina, 01 26, Slovakia; Kotula, P., University of Zilina, Faculty of Civil Engineering, Univerzitna 8215/1, Zilina, 01 26, Slovakia; Odrobiňák, J., University of Zilina, Faculty of Civil Engineering, Univerzitna 8215/1, Zilina, 01 26, Slovakia; Prokop, J., University of Zilina, Faculty of Civil Engineering, Univerzitna 8215/1, Zilina, 01 26, Slovakia","The paper is focused on diagnostics and calculation of load-carrying capacity of the two atypical girder bridge objects on the railway line between Púchov and Považská Bystrica in Slovakia. These are skewness reinforced concrete (RC) girder bridges with three girders. The non-typicality is given by the fact that the spandrel girders are in the longitudinal direction, but the middle girder is relatively wide and is perpendicular to the clearance (not in the longitudinal direction). The diagnostics was performed on the objects aimed at determining the material and geometric characteristics, which served as a basis for the numerical model. A 3D scanner was also used to determine the geometric dimensions. The load-carrying capacity was subsequently determined on the bridges. The recalculation and diagnostics revealed the fact that bridge structures can still be used, but have to be reconstructed. This is a prime example of reusing in practice, i.e. how the old bridges can be further used, which means a significant saving of CO2 emission that would be produced by demolishing the old bridges and building new ones. © 2022 Trans Tech Publications Ltd, Switzerland.","diagnostics; Girder bridge; load-carrying capacity; recalculation",,,,,,"Agentúra na Podporu Výskumu a Vývoja, APVV: 1/0045/19, 1/0306/21, APVV-14-0772; Vedecká Grantová Agentúra MŠVVaŠ SR a SAV, VEGA: 304011Y277; European Regional Development Fund, ERDF","This research was supported by the Slovak Research and Development Agency under contract No. APVV-14-0772 and by Research Project No. 1/0306/21 and Project No. 1/0045/19 of the Slovak Grant Agency and under the project of Operational Programme Interreg V-A Slovak Republic – Czech Republic No. 304011Y277 (the project is co-funding by European Regional Development Fund).",,,,,,,,,,"Koteš, P., Vičan, J., Reliability-based evaluation of existing concrete bridges in Slovakia according to Eurocodes (2014) The Fourth International fib Congress 2014, Mumbai, „Improving Performance of Concrete Structures“, Proceedings, pp. 227-229. , Mumbai, India, IMC-FIB, (2014); Koteš, P., Vičan, J., Recommended reliability levels for the evaluation of existing bridges according to Eurocodes (2013) Structural Engineering International, 23 (4), pp. 411-417; Koteš, P., Prokop, J., Strieška, M., Vičan, J., Calibration of partial safety factors according to Eurocodes (2017) 26th R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering, 117, p. 00088. , Warsaw, Poland, MATEC Web of Conferences, art; Kala, Z., Global Sensitivity Analysis of Reliability of Structural Bridge System (2019) Engineering Structures, 194, pp. 36-45; Kala, Z., Sensitivity Analysis in Probabilistic Structural Design: A Comparison of Selected Techniques (2020) Sustainability, 12 (11), p. 4788. , https://doi.org/10.3390/su12114788; Moravcik, M., Bujnakova, P., Bahleda, F., Failure and damage of a first-generation precast prestressed bridge in Slovakia (2020) Structural Concrete, 21 (6), pp. 2352-2362; Odrobiňák, J., Gocál, J., Jošt, J., NSS test of structural steel corrosion (2017) Roczniki Inżynierii Budowlanej (Annals of Construction Engineering), Polish Academy of Science, Territorial Branch Katowice, 15, pp. 7-14; (2007) STN EN 1992-2 Eurocode 2 Design of concrete structures. Part 2: Concrete bridges – Design and detailing rules, , Slovak office of Standards, Metrology and Testing; Ryjaček, P., Macho, M., Stančík, V., Polák, M., The Deterioration and assessment of steel bridges (2016) Proceedings of the 8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016, pp. 1188-1195; Macho, M., Ryjaček, P., The impact of the severe corrosion on the structural behavior of steel bridge members Advances and Trends in Engineering Sciences and Technologies-Proceedings of the International Conference on Engineering Sciences and Technologies, ESaT 2015, 2015, pp. 23-128; Hollý, I., Bilčík, J., Gajdošová, K., Numerical modelling of reinforcement corrosion on bond behaviour (2016) International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, SGEM, 249, pp. 191-196; Krivy, V., Kubzova, M., Kreislova, K., Urban, V., Characterization of corrosion products on weathering steel bridges influenced by chloride deposition (2017) Metals, 7 (336). , (2017; Krejsa, M., Koubova, L., Flodr, J., Protivinsky, J., Nguyen, Q.T., Probabilistic prediction of fatigue damage based on linear fracture mechanics (2017) Frattura ed Integrita Strutturale (Fracture and Structural Integrity), 11 (39), pp. 143-159. , (249); Bobalo, T., Blikharskyy, Y., Kopiika, N., Volynets, M., Serviceability of RC Beams Reinforced with High Strength Rebar's and Steel Plate, in “Proceedings of advances in resource-saving technologies and materials in civil and environmental engineering (CEE 2019) (2020) Lecture Notes in Civil Engineering, 47, pp. 25-33; Bacharz, K., Raczkiewicz, W., Bacharz, M., Grzmil, W., Manufacturing Errors of Concrete Cover as a Reason of Reinforcement Corrosion in a Precast Element-Case Study (2019) Coatings, 9 (11), p. 702; Prokop, J., Vican, J., Comparison of beam-column resistance according to European Standards (2019) 13th International scientific conference on sustainable, modern and safe transport (Transcom 2019)”, Transportation Research Procedia, 40, pp. 883-890; Rehacek, S., Hunka, P., Citek, D., Kolisko, J., Simunek, I., Impact resistance of fiber-reinforced concrete (2014) Advanced Materials Research, 1054, pp. 48-53; Kral'ovanec, J., Bahleda, F., Prokop, P., Moravcik, M., Neslusan, M., Verification of Actual Prestressing in Existing Pre-Tensioned Members (2021) Applied Sciences-Basel, 11 (13), p. 5971; Neslusan, M., Bahleda, F., Trojan, K., Pitonak, M., Zgutova, K., Barkhausen noise emission in over-stressed steel wires (2020) Journal of Magnetism and Magnetic Materials, 513, p. 167134; Blikharskyy, Y., Khmil, R., Blikharskyy, Z., Research of RC columns strengthened by carbon FRP under loading, in ""The 3rd Scientific conference environmental challenges in civil engineering (ECCE 2018) (2018), 174, p. 04017. , MATEC Web of Conferences; Selejdak, J., Blikharskyy, Y., Khmil, R., Blikharskyy, Z., Calculation of Reinforced Concrete Columns Strengthened by CFRP (2020) Proceedings of advances in resource-saving technologies and materials in civil and environmental engineering (CEE 2019)”, 17th International Scientific Conference on Current Issues of Civil and Environmental Engineering Lviv-Kosice-Rzeszow (CEE), Lecture Notes in Civil Engineering, 47, pp. 400-410; Odrobiňák, J., Hlinka, R., Degradation of steel footbridges with neglected inspection and maintenance. Bridges in Danube Basin 2016 (2016) Procedia Engineering, Elsevier, 156, pp. 304-311","Koteš, P.; University of Zilina, Univerzitna 8215/1, Slovakia; email: peter.kotes@uniza.sk",,,"Trans Tech Publications Ltd",,,,,10139826,,KEMAE,,"English","Key Eng Mat",Book Chapter,"Final","",Scopus,2-s2.0-85140260637
"Cucco P.","57209711810;","A methodological approach for sustainable conservation and protection of historical timber bridges by encouraging their recognition as a world heritage site",2022,"International Journal of Sustainable Building Technology and Urban Development","13","3",,"349","364",,,"10.22712/susb.20220026","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85139444022&doi=10.22712%2fsusb.20220026&partnerID=40&md5=8e7b43ec03b8a5a95db96a63d318f8cd","Department of Civil Engineering, Unversity of Salerno, Italy","Cucco, P., Department of Civil Engineering, Unversity of Salerno, Italy","Timber bridges represented important works for every civilization in all historical periods, from prehistory to the early Middle Ages, from classical Rome to the European Enlightenment, passing through China, Japan, and Southeast Asia. These artifacts played an important role in the history of human development; the architectural complexities and structural typologies are numerous and often diversified by geographical area and historical period, beyond the classic picturesque evocations. Many of them could rightfully become part of the World Heritage List, due to their exceptional character and uniqueness in terms of design, materials, workmanship or setting, as well as by virtue of the intangible values they still possess. However, these works, apart from those already universally recognized and protected, are underestimated, forgotten, or not protected and preserved in the best way. The paper, after an overview of the main historical testimonies of timber bridges, provides methodological and operational indications for studying and cataloguing these artifacts, by considering any architectural, urban and vulnerability aspects, to create a rich database and propose to activate shared protection to the national and international authorities. © International Journal of Sustainable Building Technology and Urban Development.","conservation; cultural heritage; timber bridges","bridge construction; conservation management; cultural heritage; heritage conservation; timber; urban development; World Heritage Site; China; Japan; Southeast Asia",,,,,,,,,,,,,,,,"Di Pasquale, S., L’arte del costruire, tra conoscenza e scienza (1987), Marsilio, Venezia; Siviero, E., Il ponte e l’architettura (1995), Città Studi Edizione, Milano; Picon, A., (1992) L’invention de l’ingénieur moderne: l’École des Ponts et Chaussées (1747-1851), , Presses de l’École Nationale des Ponts et Chaussées, Paris; Wacker, J.P., Monitoring the performance of timber bridges over the long term (2007) Mid-Continent Transportation Research Symposium, , Anonymous (ed) Iowa State University, Ames, IA; Tannert, T., Müller, A., Vogel, M., Structural health monitoring of timber bridges (2010) 1st International Conference of Timber Bridges, , KA Malo, O. Kleppe and T. Dyken (eds); Lillehammer, A., Koch, J., The new generation of timber bridges-durable by protection (2016) World Conference on Timber Engineering (Vienna, Austria), p. 8. , J. Eberhardsteiner, et al. (eds); Ritter, M.A., (1990) Timber Bridges: Design, Construction, Inspection and Maintenance, , US Department of Agriculture, Forest Service, Washington; Kleppe, O., Kepp, H., Dyken, T., T. Contribution to structural details of timber bridges (2013) 2nd International Conference on Timber Bridges, , J. P. Wacker and J. Krohn (eds) Wood Products Council, Las Vegas; Franke, B., Long term monitoring of timber bridges-Assessment and results (2013) Advanced Materials Research, 778, pp. 749-756; Bigelow, J., Preservation treatment for wood bridge application (2009) Journal of the Transportation Research Board, (2108), pp. 77-85; Mettem, C.J., Timber Bridges (2011), Spon Press, New York; Brown, D.J., (2001) Bridges: Three Thousand Years of Defying Nature, , MBI Publishing Company, Sao Paulo; Ulrich, A., Meierhofer, A., (1996) Timber bridges in Exchange Europe, yesterday, today, tomorrow, National conference on wood transportation structures, , Madison, USA; Peters, T.F., Bridge technology and historical scholarship (2003) First International Congress on Construction History, Madrid, 20th-24th January 2003, pp. 61-67. , edited by S. Huerta; Fernandez Troyano, L., Bridge Engineering: A Global Perspective (2003), Thomas Telford Publishing, London; Caesar, J., De bello gallico, IV; Zorzi, G., Le chiese e i ponti di Andrea Palladio (1967), Neri Possa, Venezia; Heyman, J., Palladio’s wooden bridges (2000) Architectural Research Quarterly, 4 (1), pp. 81-86; Gros, P., Beltramini, G., Il ponte di Cesare sul Reno (2002) John Soane e i ponti in legno svizzeri. Architettura e cultura tecnica da Palladio ai Grubenmann, , Maggi, A. and Navone, N. (Eds). Archivio del moderno, Accademia di Architettura, Mendrisio; Marinoni, A., Leonardo da Vinci. I Manoscritti dell’Institut de France: Il Manoscritto A (1987), Giunti Barbèra, Firenze; Copani, P., Funis, F, Il ponte sul Cismone e le altre tre “invenzioni senza porre altrimenti pali nel fiume (1999) Plastici di strutture di legno antiche, , Exhibit catalogue edited by Bollettino Ingegneri 12, Firenze; Russo Ermolli, E., Mormone, V., Struttura e intuizione statica prima della rivoluzione tecnica del XVII secolo, i ponti di Andrea Palladio (1996) Adrastea, 7; Parsons, W.B., Engineers and engineering in the Reinassance (1968), The M.I.T. Press, Massachussetts; DeLony, E., Landmark American Bridges (1993), Bullfinch Press New York; Chen, P.C., A Study Report on an Ancient Chinese Wooden Bridge Hongqiao (2008) Structural Engineering International, 1, pp. 84-87; (1996) Context for World Heritage Bridges, , edited by Eric DeLony. Paris; Cartwright, K., Findlay, W., (1958) Decay of timber and its prevention, , HMSO, London; Hunt, D., Properties of wood in the conservation of historical wooden artifacts (2012) Journal of Cultural Heritage, 13S, pp. S10-S15; (1999) Principles for the preservation of historic timber structures, , ICOMOS, Adopted by ICOMOS at the 12th General Assembly in Mexico, October","Cucco, P.; Department of Civil Engineering, Italy; email: pcucco@unisa.it",,,"Sustainable Building Research Center",,,,,2093761X,,,,"English","Int. J. Sustainable Build. Tech. Urban Dev.",Article,"Final","",Scopus,2-s2.0-85139444022
"Zerbinatti M., Fasana S.","56043868500;36542380700;","Approaches Proposal for Tools Coordinating in Maintenance and Reuse of Architectural Heritage. A Case Study on Urban Complexes of Modern Architectural Heritage",2022,"Lecture Notes in Networks and Systems","482 LNNS",,,"2648","2658",,,"10.1007/978-3-031-06825-6_253","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85138654026&doi=10.1007%2f978-3-031-06825-6_253&partnerID=40&md5=a73570faaa16fd8eb574278d2d8e49f5","Politecnico di Torino, C.so Duca degli Abruzzi, 24, Turin, Italy","Zerbinatti, M., Politecnico di Torino, C.so Duca degli Abruzzi, 24, Turin, Italy; Fasana, S., Politecnico di Torino, C.so Duca degli Abruzzi, 24, Turin, Italy","Resilience assumed at a building scale often refers to efficiency and safety aspects, while extended to the urban and territorial scale it involves (among others) safety, energy efficiency and infrastructure aspects. Actually, it seems rather more complex imagine to bridge these goals together to a reference framework for Cultural Heritage, where technical and regulatory requirements must be usefully balanced with those of enhancing and conservation and, not at least, social involvement. In this perspective, authors deal with an on-going research, referred to an emblematic example of urban environment, recently added to UNESCO’s World Heritage List: Ivrea Industrial City of XX century. Here an innovative effort in maintenance program can interpret actual urgent needed in terms of conservation, but, at the same time, it can represent an instrument to govern and coordinate future sustainable transformative and regenerative planning. This paper presents the methodological approach and first results of the research program, which final aim is to develop an integrated BIM-GIS-based tool for coordinated and sustainable redesign and maintenance of complex built heritage environments. Original identity, strictly related to local resources, are considered, with the aim to reach a renewal of perspective, to promote and enhance a circular society, not far from Olivetti's ideals, but also consistent with goals proposed in Agenda 2030. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Digital tools for re-design architectures; Digital-Twin; Innovative maintenance program; Ivrea Industrial City of XX century",,,,,,,,,,,,,,,,,"Xu, X., Ding, L., Luo, H., Ma, L., From building information modeling to city information modeling (2014) J. Inf. Technol. Constr., 19, pp. 292-307; Patti, E., Ronzino, A., Osello, A., Verda, V., Acquaviva, A., Macii, E., District information modeling and energy management (2015) IT Professional, 17 (6), pp. 28-34; Murphy, M., McGovern, E., Pavia, S., Historic building information modelling (HBIM) (2009) Struct. Surv., 27 (4); Dimensions and levels of knowledge in heritage building information modelling, HBIM: The model of the charterhouse of Jerez (Cadiz, Spain) (2019) Digital App. Archaeol. Cultural Heritage., 14. , https://doi.org/10.1016/j.daach.2019.e00110; Buitrago, E., Schneider, N., Rugged LV Trench IGBT with Extreme Stability in Continuous SOA Operation: Next Generation LV Technology at Hitachi ABB Powergrids PCIM Europe Digital Days 2021; Brumana, R., Oreni, D., Raimondi, A., Georgopoulos, A., Bregianni, A., From survey to HBIM for documentation, dissemination and management of built heritage: The case study of St. Maria in Scaria d’Intelvi (2013) Digital Heritage Int. Congr. IEEE, 1, pp. 497-504; García-Valldecabres, J., Pellicer, E., Jordan-Palomar, I., BIM scientific literature review for existing buildings and a theoretical method: Proposal for heritage data management using HBIM (2016) Constr. Res. Congr., pp. 2228-2238; Brumana, R., Georgopoulos, A., Oreni, D., Raimondi, A., Bregianni, A., HBIM for documentation, dissemination and management of built heritage. The case study of St. Maria in Scaria d’Intelvi (2020) Int. J. Heritage Digital Era., 2 (3), pp. 433-451; García, E.S., García-Valldecabres, J.O.R.G.E., Blasco, M.J., The use of HBIM models as a tool for dissemination and public use management of historical architecture: A review (2018) Build. Inf. Syst. Constr. Indust., 101; Bruno, N., Roncella, R., HBIM for conservation: A new proposal for information modelling (2019) Remote Sens, 11 (15), p. 1751; Vacca, G., Quaquero, E., Pili, D., Brandolini, M., GIS-HBIM integration for the management of historical buildings (2018) Int. Arch. Photogramm. Remote. Sens. Spatial. Inf. Sci., 42 (2), pp. 1-7; Matrone, F., Colucci, E., de Ruvo, V., Lingua, A., Spanò, A., HBIM in a semantic 3D GIS database (2019) Int. Arch. Photogramm. Remote. Sens. Spatial. Inf. Sci., 42 (2), p. W11; Buitrago, E., Schneider, N., Rugged LV Trench IGBT with Extreme Stability in Continuous SOA Operation: Next Generation LV Technology at Hitachi ABB Powergrids PCIM Europe Digital Days 2021; Colucci, E., de Ruvo, V., Lingua, A., Matrone, F., Rizzo, G., HBIM-GIS integration: From IFC to cityGML standard for damaged cultural heritage in a multiscale 3D GIS (2020) Appl. Sci., 10 (4), p. 1356; Tsilimantou, E., Delegou, E.T., Nikitakos, I.A., Ioannidis, C., Moropoulou, A., GIS and BIM as integrated digital environments for modelling and monitoring of historic buildings (2020) Appl. Sci., 10 (3), p. 1078; Buitrago, E., Schneider, N., Rugged LV Trench IGBT with Extreme Stability in Continuous SOA Operation: Next Generation LV Technology at Hitachi ABB Powergrids PCIM Europe Digital Days 2021; Buitrago, E., Schneider, N., Rugged LV Trench IGBT with Extreme Stability in Continuous SOA Operation: Next Generation LV Technology at Hitachi ABB Powergrids PCIM Europe Digital Days 2021; Fiamma, P., Il B.I.M. per l’architettura tecnica: Ingegno e costruzione nell’epoca della com-plessita’. In: Ingegno e costruzione nell’epoca della complessità. Forma urbana e individ-ualità architettonica (2019) Proceedings of Col-Loqui.At.E, Turin, Italy, 2019, pp. 718-727. , Garda, E., Mele, C., Piantanida, P., (eds.) , Politecnico di Torino, Torino, ). ISBN: 978-88-85745-31-5; Megahed, N.A., Towards a theoretical framework for HBIM approach. Historic preservation and management (2015) Int. J. Archit. Res., 9, pp. 130-147; Bianchini, C., Attenni, M., Potestà, G., Regenerative design tools for the existing city: HBIM potentials (2021) Rethinking Sustainability Towards a Regenerative Economy. FC, 15, pp. 23-43. , https://doi.org/10.1007/978-3-030-71819-0_2, Andreucci, M.B., Marvuglia, A., Baltov, M., Hansen, P. (eds.), Springer, Cham; Colucci, E., Iacono, E., Matrone, F., Ventura, G.M., A BIM-GIS integrated database to support planned maintenance activities of historical built heritage (2022) Geomatics and Geospatial Technologies. CCIS, 1507, pp. 182-194. , https://doi.org/10.1007/978-3-030-94426-1_14, Borgogno-Mondino, E., Zamperlin, P. (eds.) , Springer, Cham; de Ruvo, V., Development of integrated management tools for a maintenance plan of historical heritage (2021) 9Th ARQUEOLÓGICA 2.0 and 3Rd GEORES 2021 Proceedengs, pp. 26-28. , April; Buitrago, E., Schneider, N., Rugged LV Trench IGBT with Extreme Stability in Continuous SOA Operation: Next Generation LV Technology at Hitachi ABB Powergrids PCIM Europe Digital Days 2021","Fasana, S.; Politecnico di Torino, C.so Duca degli Abruzzi, 24, Italy; email: sara.fasana@polito.it","Calabro F.Della Spina L.Pineira Mantinan M.J.",,"Springer Science and Business Media Deutschland GmbH","5th International Symposium on New Metropolitan Perspectives, NMP 2022","25 May 2022 through 27 May 2022",,282399,23673370,9783031068249,,,"English","Lect. Notes Networks Syst.",Conference Paper,"Final","",Scopus,2-s2.0-85138654026
"Vamvatsikos D., Chatzidaki A.","8213069800;57212025103;","The HAPI sensor-aware framework for infrastructure risk and resilience assessment",2022,"Proceedings of the International Conference on Natural Hazards and Infrastructure",,,,"","",8,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85138435834&partnerID=40&md5=4241313105b78909ff82e5bc3a866cf2","National Technical University of Athens, Athens, 15780, Greece","Vamvatsikos, D., National Technical University of Athens, Athens, 15780, Greece; Chatzidaki, A., National Technical University of Athens, Athens, 15780, Greece","The (new) 20’s have allowed us to dream big on protecting our infrastructure from natural hazards. Powerful computers, machine learning, terrestrial and airborne sensors are at our disposal to help us quantify the consequences of potential hazardous events that may come in the future, are already unfolding, or have already happened. Owing to its origins in four European projects, namely HYPERION, ARCHYTAS, PANOPTIS and INFRASTRESS, the HAPI framework has been formulated to perform pre/trans/post-event risk and resilience assessment of diverse infrastructure, comprising different layers of networked, loosely-connected or autonomous assets within a city, region or country. Building upon the well-worn basis of hazard-exposure-vulnerability that underpins practically all insurance risk estimates, HAPI enables assessment of cascading (e.g., mudflow/landslide after earthquake) and cotemporaneous (e.g., extreme precipitation, temperature, ice and wind scenario) hazards, while it offers sensor integration with near-real-time updating of predictions based on hazard/asset/consequence information input. Both “static” memoryless hazards (e.g., earthquake), as well as “dynamic” time-dependent hazards (e.g., climate projections) are incorporated in tandem with static/dynamic vulnerabilities, allowing the tracking of complex phenomena, such as climate change, and their effect on the aging/corrosion/fatigue of a diverse set of assets, including buildings, bridges, piping, powerlines, highways and cultural heritage monuments. At the very basis lies a vast database of hazard and asset realization scenarios, employing Total Probability Discrete Event Simulation to explicitly track network interdependencies and propagate uncertainty from our source information to the projected integrated-system functionality and eventual recovery. © 2022, National Technical University of Athens. All rights reserved.","climate; earthquake; forecasting; multi-hazard assessment; nowcasting; risk",,,,,,"Τ1EDK-00956; European Commission, EC: 769129, 821054, 833088; European Regional Development Fund, ERDF","Financial support has been provided by (i) the European Regional Development Fund of the European Union and Greek national funds through the Operational Program Competitiveness, Entrepreneurship and Innovation, under the call RESEARCH – CREATE – INNOVATE (project code: Τ1EDK-00956), project: “ARCHYTAS: Archetypal telemetry and decision support system for the protection of monumental structures” and (ii) the European Commission via projects “PANOPTIS–Development of a decision support system for increasing the resilience of transportation infrastructure based on combined use of terrestrial and airborne sensors and advanced modelling tools by means of an open testbed stress-testing system” (Grant Agreement 769129), “HYPERION–Development of a decision support system for improved resilience & sustainable reconstruction of historic areas to cope with climate change & extreme events based on novel sensors and modelling tools” (Grant Agreement 821054), and “INFRASTRESS–Improving resilience of sensitive industrial plants & infrastructures exposed to cyber-physical threats” (Grant Agreement 833088).",,,,,,,,,,"Argyroudis, S.A., Mitoulis, S.A., Hofer, L., Zanini, M.A., Tubaldi, E., Frangopol, D.M., Resilience assessment framework for critical infrastructure in a multi-hazard environment: Case study on transport assets (2020) Science of the Total Environment, 714; Cornell, C.A., Krawinkler, H., (2000) Progress and Challenges in Seismic Performance Assessment. PEER Center News, p. 3. , Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA; Costa, C., Silva, V., Bazzurro, P., Assessing the impact of earthquake scenarios in transportation networks: The Portuguese mining factory case study (2018) Bulletin of Earthquake Engineering, 16, pp. 1137-1163; (2001), D'Ayala D., A. Meslem, D. Vamvatsikos, K. Porter, T. Rossetto. (2015). Guidelines for Analytical Vulnerability Assessment of Low/Mid-Rise Buildings. GEM Technical Report 2014-12. Global Earthquake Model Foundation, Pavia, Italy. DOI 10.13117/GEM.VULN-MOD.TR2014.12; Dueñas‐Osorio, L., Craig, J.I., Goodno, B.J., Seismic response of critical interdependent networks (2007) Earthquake Engineering & Structural Dynamics, 36 (2), pp. 285-306; Dueñas-Osorio, L., Craig, J.I., Goodno, B.J., Bostrom, A., Interdependent response of networked systems (2007) Journal of Infrastructure Systems, 13 (3), pp. 185-194; Dueñas-Osorio, L., Vemuru, S.M., Cascading failures in complex infrastructure systems (2009) Structural Safety, 31 (2), pp. 157-167; Esposito, S., Iervolino, I., D'onofrio, A., Santo, A., Cavalieri, F., Franchin, P., Simulation‐based seismic risk assessment of gas distribution networks (2015) Computer‐Aided Civil and Infrastructure Engineering, 30 (7), pp. 508-523; (2012) Seismic Performance Assessment of Buildings, Volume 1 – Methodology. Report FEMA, pp. P58-1. , Federal Emergency Management Agency, Washington, DC; Kilanitis, I., Sextos, A., Integrated seismic risk and resilience assessment of roadway networks in earthquake prone areas (2019) Bulletin of Earthquake Engineering, 17 (1), pp. 181-210; Pitilakis, K., Franchin, P., Khazai, B., Wenzel, H., SYNER-G: Systemic seismic vulnerability and risk assessment of complex urban, utility, lifeline systems and critical facilities: Methodology and applications (Vol. 31) (2014) ISBN 978-94-007-7872-6, , Springer Science & Business Media, Dordrecht; Poljanšek, K., Bono, F., Gutiérrez, E., Seismic risk assessment of interdependent critical infrastructure systems: The case of European gas and electricity networks (2012) Earthquake Engineering & Structural Dynamics, 41 (1), pp. 61-79; (2001), Porter K., K. Farokhnia, D. Vamvatsikos, I.H. Cho. (2014). Guidelines for component-based analytical vulnerability assessment of buildings and nonstructural elements. GEM Technical Report 2014-13. Global Earthquake Model Foundation, Pavia, Italy. DOI: 10.13117/GEM.VULN-MOD.TR2014.13; Romero, N., O'rourke, T.D., Nozick, L.K., Davis, C.A., Seismic hazards and water supply performance (2010) Journal of Earthquake Engineering, 14 (7), pp. 1022-1043; Silva, V., Amo-Oduro, D., Calderon, A., Costa, C., Dabbeek, J., Despotaki, V., Martins, L., Viganò, D., Development of a global seismic risk model (2020) Earthquake Spectra, 36, pp. 372-394",,"Gazetas G.Anastasopoulos I.",,"National Technical University of Athens","3rd International Conference on Natural Hazards and Infrastructure, ICONHIC 2022","5 July 2022 through 7 July 2022",,282299,26234513,,,,"English","Proc. Int. Conf. Nat. Haz. Infrast.",Conference Paper,"Final","",Scopus,2-s2.0-85138435834
"Qin S., Wang H., Luo Z.","25630900600;55689002800;57882021500;","Recent hydraulic bridge failures in China: review and discussion",2022,"Revista de la Construccion","21","2",,"193","203",,,"10.7764/RDLC.21.2.193","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85137627457&doi=10.7764%2fRDLC.21.2.193&partnerID=40&md5=8a7972797e9344864eb1d542f6f50ed0","College of Civil Engineering and Architecture, Dalian University, Dalian, China; National & Local Joint Engineering Laboratory of Bridge and Tunnel Technology, Dalian University of Technol-ogy, Dalian, China; State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian, China","Qin, S., College of Civil Engineering and Architecture, Dalian University, Dalian, China; Wang, H., National & Local Joint Engineering Laboratory of Bridge and Tunnel Technology, Dalian University of Technol-ogy, Dalian, China, State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian, China; Luo, Z., National & Local Joint Engineering Laboratory of Bridge and Tunnel Technology, Dalian University of Technol-ogy, Dalian, China","This paper studies 123 hydraulic bridge failures in China from 1998 to 2018. The geographic distribution, age distribution, bridge type distribution, time distribution and the hydraulic bridge failure causes are analyzed. Six typical failure cases of hydraulic bridges are analyzed in detail. 100 hydraulic bridge failures occurred in southern China so hy-draulic bridge failures are much more common in this area. The average service life of these bridges is 28.9 years. The beam bridge accounts for the largest proportion of hydraulic bridge failure because 71 (57.7%) beam bridges were de-stroyed by flood. Hydraulic bridge failure mainly occurred between 2009 and 2014, which was related to the impact of the Wenchuan earthquake. The incidents major causes include unexpected flood, earthquake, old bridge, over sand exploita-tion, low awareness of hydraulic bridge damage, extreme morphology of the river, etc. There are both natural factors and man-made factors. These results show that three aspects should be paid attention to: (1) unexpected flood; (2) appropriate bridge type; and (3) extreme morphology of the river. © Copyright (c) 2022 Qin, S., Wang, H. and Luo, Z. This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivatives 4.0 International License.","Bridge; Cause; China; Hydraulic failure",,,,,,"20170520138; Natural Science Foundation of Liaoning Province: 2019-ZD-0006","Funding: This work is supported by the Liaoning Provincial Doctoral Scientific Foundation Projects (20170520138) and the Liaoning Provincial Natural Science Foundation Guidance Projects (2019-ZD-0006).",,,,,,,,,,"Choudhury, J. R., Hasnat, A., Bridge collapses around the world: Causes and mechanisms (2015) the IABSE-JSCE Joint Conference on Advances in Bridge Engineering-III, , Paper presented at Dhaka, Bangladesh; Cook, W., Bar, P. J., Halling, M. W., Bridge failure rate (2015) Journal of Performance of Constructed Facilities, 29 (3), pp. 1-8. , https://doi.org/10.1061/(asce)cf.1943-5509.0000571; Cook, W., Barr, P. J., Halling, M. W., Segregation of bridge failure causes and consequences (2014), Paper presented at the TRB 2014, Washington, DC; Duntemann, J. F., Subrizi, C. D., Lessons learned from bridge construction failures (2000), Paper presented at the Second Forensic Engineering Congress, Puerto; Guang, L., (2012), https://www.cet.com.cn/dfpd/tsgd/594779.shtml; Hager, W. H., Unger, J., Bridge Pier Scour under Flood Waves (2010) Journal of Hydraulic Engineering, 136 (10), pp. 842-847. , https://doi.org/10.1061/(ASCE)HY.1943-7900.0000281; Harik, I. E., Shaaban, A. M., Gesund, H., Valli, G. Y. S., Wang, S. T., United States bridge failures, 1951-1988 (1990) Journal of Performance of Constructed Facilities, 4 (4), pp. 272-277; Hong, J.-H., Chiew, Y.-M., Lu, J.-Y., Lai, J.-S., Lin, Y.-B., Houfeng bridge failure in Taiwan (2012) Journal of Hydraulic Engineering, 138 (2), pp. 186-198. , https://doi.org/10.1061/(ASCE)HY.1943-7900.0000430; Hung, C.-C., Yau, W.-G., Behavior of scoured bridge piers subjected to flood-induced loads (2014) Engineering Structures, 80, pp. 241-250. , https://doi.org/10.1016/j.engstruct.2014.09.009; Ji, B. H., Fu, Z. Q., Analysis of Domestic Bridge Collapse Accidents In Recent Years (2010) China Civil Engineering Journal, 43, pp. 495-498. , https://doi.org/10.15951/j.tmgcxb.2010.s1.010, (S), (in Chinese); Ko, Y.-Y., Chiou, J.-S., Tsai, Y.-C., Chen, C.-H., Evaluation of Flood-Resistant Capacity of Scoured Bridges (2014) Journal of Performance of Constructed Facilities, 28 (1), pp. 61-75. , https://doi.org/10.1061/(ASCE)CF.1943-5509.0000381; Lin, C., Bennett, C., Han, J., Parsons, R. L., Integrated analysis of the performance of pile-supported bridges under scoured conditions (2012) Engineering Structures, 36, pp. 27-38. , https://doi.org/10.1016/j.engstruct.2011.11.015; Flint, Madeleine M., Fringe, Oliver, Billington, Sarah L., Freyberg, David, Diffenbaugh, N. S., Historical Analysis of Hydraulic Bridge Collapses in the Continental United States (2017) Journal of Infrastructure Systems, 23 (3), pp. 1-16. , https://doi.org/10.1061/(ASCE)IS.1943-555X.0000354; Mengqi, L., (2010), http://news.sohu.com/20100819/n274335662.shtml; Mingkang, L., (2010), https://cd.qq.com/zt2010/chongzhou/; Montalvo, C., Cook, W., Keeney, T., Retrospective Analysis of Hydraulic Bridge Collapse (2020) Journal of Performance of Constructed Facilities, 34 (1), pp. 1-8. , https://doi.org/10.1061/(ASCE)CF.1943-5509.0001378; Moroni, M. O., Sarrazin, M., Venegas, B., Villarroel, J., Seismic behavior of chilean bridges with seismic protection devices (2015) Revista de la Construcción Journal of Construction, 1 (1); Rodrigo, B. G., Olaria, S. R. i., Fernández-Ordoñez, D., Gómez, J. M. C.-S., Rehabilitation of Historic Masonry Bridges: Lessons Learned from a Medieval Bridge in Northeast Spain (2015) Revista de la Construcción Journal of Construction, 14 (2), pp. 9-13; (2000), https://news.sina.com.cn/china/2000-08-28/121178.html; Wardhana, K., Hadipriono, F. C., Analysis of Recent Bridge Failures in the United States (2003) Journal of Performance of Constructed Facilities, 17 (3), pp. 144-150. , https://doi.org/10.1061/(ASCE)0887-3828(2003)17:3(144); (2010), https://war.163.com/photoview/00AN0001/10072.html#p=6C3OLBSD00AN0001; Xu, D., Accident Environmental Risk Assessment in Bridge Construction (2003) China Safety Science Journal, 13 (8), pp. 46-49. , https://doi.org/10.16265/j.cnki.issn1003-3033.2003.08.012, (in Chinese); Xu, H. T., Guo, G. Z., Pu, H. L., Yuan, M., Causes and lessons of bridge accidents in China in recent years (2007) China Safety Science Journal, 17 (11), pp. 90-96. , https://doi.org/10.16265/j.cnki.issn1003-3033.2007.11.018, (in Chinese); (2010), http://news.sohu.com/20100729/n273847112.shtml; Zhou, X., Zhang, X., Thoughts on the Development of Bridge Technology in China (2019) Engineering, 5, pp. 1120-1130. , https://doi.org/10.1016/j.eng.2019.10.001; Zhuang, D., Xiao, R., Jia, L., Sun, B., Failure analysis for overall stability against sliding and overturning of a girder bridge (2020) Engineering Failure Analysis, 109, pp. 1-13. , https://doi.org/10.1016/j.engfailanal.2019.104271","Wang, H.; National & Local Joint Engineering Laboratory of Bridge and Tunnel Technology, China; email: wanghuili@dlut.edu.cn",,,"Pontificia Universidad Catolica de Chile, Escuela de Construccion Civil",,,,,07177925,,,,"English","Rev. Constr.",Article,"Final","All Open Access, Green",Scopus,2-s2.0-85137627457
"VAN BOGAERT P.","7005373273;","NODES OF HOLLOW CORE PROFILE TRUSS BRIDGES WITH INCOMPLETE WELDS",2022,"Proceedings of International Structural Engineering and Construction","9","1",,"STR-08-1","STR-08-6",,,"10.14455/ISEC.2022.9(1).STR-08","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85136112007&doi=10.14455%2fISEC.2022.9%281%29.STR-08&partnerID=40&md5=d4c8586c43d1ebae608a2f5d9e73f44f","Civil Engineering Dept, Ghent University, Ghent, Belgium","VAN BOGAERT, P., Civil Engineering Dept, Ghent University, Ghent, Belgium","Among the various types of steel bridge girders, trusses seem one of the most powerful and reliable. The individual members may be simple, but the nodes are the complex parts, especially if more than 4 members are connected. In view of the complexity, internal welds become inevitable and are inaccessible after finishing, which is overlooked easily during construction. The proposal is to eliminate those of the inside welds that may be dispensable. If some of them would be eliminated, the consequences may be acceptable, or require minor modifications only. The assumption is tried out on the example of a structure replacing a historic bridge. This structure is composed of rectangular hollow profiles, connected at nodes. Member forces and bending moments, have been determined. If the internal welds are about to be eliminated, an alternative load path is found. The calculation of stresses in the various fillet welds is based on the assumption of evenly distribution of forces. The weld stresses can be calculated by the derived formulas. The results show some welds require strengthening, due to the elimination of the more complicated internal welds. This concerns ultimate limit state. Thus, the possibility is confirmed that some of the internal welds may be eliminated, although there still is no proof the method may be applied to more complex nodes. Research must be continued to clarify this. For the type of hollow core members being considered, omitting of some internal welds may well be an acceptable alternative. © 2022 ISEC Press.","Alternative load path; Eliminating internal welds; Equal stress distribution in welds; Welded truss nodes",,,,,,,,,,,,,,,,,"Eurocode 1 Actions on Structures-Part 2 Traffic Loads on Bridges (+AC 2010) (2004) EN, pp. 1991-1992; (2005) Eurocode 3 Design of Steel Structures-Part 1-8 Design of Joints (+ AC 2005 + 2009); Schweizer, M., Kolar, J.W., Design and implementation of a highly efficient three-level t-type converter for low-voltage applications (2013) IEEE Transactions on Power Electronics, 28 (2). , , vol., no., pp; Stael, D., de Backer, H., van Bogaert, P., Determining the SCF’s of Tubular Bridge Joints with An Alternative Method (2014) Journal of Constructional Steel Research, 101. , October; van Bogaert, P., Stael, D., de Pauw, B., de Backer, H., Framed or Triangular Brace Arrangements in Tubular Arches, Proceedings of IABSE Conference 2015, 62-63, Nara, Japan (2015) May, pp. 13-15","VAN BOGAERT, P.; Civil Engineering Dept, Belgium","Holschemacher K.Quapp U.Singh A.Yazdani S.",,"ISEC Press","4th European and Mediterranean Structural Engineering and Construction Conference, EURO-MED-SEC-4 2022","20 June 2022 through 25 June 2022",,281749,2644108X,,,,"English","Proceedings of International Structural Engineering and Construction",Conference Paper,"Final","",Scopus,2-s2.0-85136112007
"Vestman V., Collin P., Oudomphanh S.","57194154621;7101735116;57783804500;","Torsion of a Norwegian bridge with partial box-action - a case study",2022,"IABSE Symposium Prague, 2022: Challenges for Existing and Oncoming Structures - Report",,,,"1108","1114",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85133548852&partnerID=40&md5=67f274d46fbdcb08c3eb47ddede0fd4f","Luleå University of Technology, Sweden; The Norwegian Public Road Administration, Norway","Vestman, V., Luleå University of Technology, Sweden; Collin, P., Luleå University of Technology, Sweden; Oudomphanh, S., The Norwegian Public Road Administration, Norway","Some old bridges have a truss between the bottom flanges not intended for torsional effects but for transferring horizontal forces. This paper describes the effects of the truss on torsion for a Norwegian three span bridge from 1967, without composite action. Furthermore, the effects of post-installed shear connectors are investigated. For composite bridges without intended composite action in bending, the effects of the slab preventing the top flanges from moving laterally should not be ignored, since this is important for the deformations of the girders under eccentric loading. Furthermore, the load distribution between the girders for an eccentric load is significantly enhanced if the horizontal truss is considered. The paper also investigates and presents the effects of post-installed shear connectors, with respect to bending stresses in the bottom flanges (moderate effects) and the top flange (large effects). © 2022 IABSE Symposium Prague, 2022: Challenges for Existing and Oncoming Structures - Report. All rights reserved.","box-action; composite action; Composite bridge; horisontal bracing; strengthening","Beams and girders; Composite bridges; Shear flow; Torsional stress; Trusses; Box-action; Case-studies; Composite action; Eccentric loading; Horisontal bracing; Horizontal forces; Shear connector; Span bridges; Strengthening; Torsional effect; Flanges",,,,,,,,,,,,,,,,"(2021) Håndbok V412 Bæreevneklassifisering av bruer, , laster; Vestman, V., Collin, P., Möller, M., Box-action giving new life-time to old steel bridges (2018) 9th ECCS International Symposium on Steel Bridges, , Prague 201; (2021) Håndbok V413 Bæreevneklassifisering av bruer, , materialer; (2005) Eurocode 4, Design of composite steel and concrete structures, Part 2: General rules and rules for bridges, , EN 1994-2","Vestman, V.; Luleå University of TechnologySweden; email: victor.vestman@ltu.se",,"ALLPlan;BBR VT International Ltd;Ceska asociace ocelovych konstrukci (Czech Constructional Steelwork Association);et al.;IDEA Statica;REDAELLI TECNA S.p.A.","International Association for Bridge and Structural Engineering (IABSE)","IABSE Symposium Prague 2022: Challenges for Existing and Oncoming Structures","25 May 2022 through 27 May 2022",,180214,,9783857481833,,,"English","IABSE Symp. Prague,: Challenges Exist. Oncoming Struct. - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85133548852
"Eljufout T., Abu Shaqra M., Jamous Q., Salameh R., Jamous Z.","57210724462;57767561000;57768286900;57767067200;57768524800;","Structural assessment of the historic Ten Arches Bridge in Jordan",2022,"Journal of Structural Integrity and Maintenance","7","3",,"168","176",,,"10.1080/24705314.2022.2048242","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85133001444&doi=10.1080%2f24705314.2022.2048242&partnerID=40&md5=823438e09acf48b7f180e4309636fcd9","Department of Civil Engineering, American University of Madaba, Madaba, Jordan","Eljufout, T., Department of Civil Engineering, American University of Madaba, Madaba, Jordan; Abu Shaqra, M., Department of Civil Engineering, American University of Madaba, Madaba, Jordan; Jamous, Q., Department of Civil Engineering, American University of Madaba, Madaba, Jordan; Salameh, R., Department of Civil Engineering, American University of Madaba, Madaba, Jordan; Jamous, Z., Department of Civil Engineering, American University of Madaba, Madaba, Jordan","The Ten Arches Bridge is a historical stone bridge that is located in Amman, Jordan. The bridge has a valuable cultural heritage as it was built in 1908 to serve the Hejaz Railway Line. This study presents a structural assessment of the bridge including a field inspection, experimental investigation, and numerical structural analysis. The study also investigates the efficacy of utilizing in-situ Non-Destructive Testing (NDT) such as Rebound Hammer (RH) and Ultrasonic Pulse Velocity (UPV) tests in the assessment of stone arch bridges. Detailed experimental and numerical investigations were performed to identify the structural integrity of the bridge by evaluating the acting stresses and displacements under static and dynamic loads. Minor deteriorations were found in the bridge’s body due to human and environmental factors. However, the geometrical properties of the bridge have not been significantly changed. The obtained results of the numerical analysis concluded that the bridge can sustain the current imposed dead and traffic loads, but not serve seismic actions. Compressive strength and modulus of elasticity of stone units obtained by RH and UPV tests are in agreement with the laboratory tests. Accordingly, NDT techniques can provide and verify basic mechanical properties that are needed for numerical analyses. © 2022 Korea Institute for Structural Maintenance and Inspection.","arches bridge; Assessment; FEM; historical structures; stone",,,,,,,,,,,,,,,,,"Almasri, A.H., Fandi Al-Waked, Q., Inspection and numerical analysis of an Ottoman railway bridge in Jordan (2016) Advances in materials science and engineering, p. 9039483. , Santulli C., (ed), Hindawi Publishing Corporation, &,. (Ed; (2017) Standard test method for compressive strength of dimension stone, , 100 Barr Harbor Drive, West Conshohocken, PA: ASTM International; (2016) Standard test method for pulse velocity through concrete, , 100 Barr Harbor Drive, West Conshohocken, PA: ASTM International; (2014) Standard test method for determination of rock hardness by rebound hammer method, , 100 Barr Harbor Drive, West Conshohocken, PA: ASTM International; Brace, W.F., Dependence of fracture strength of rocks on grain size (1961) The 4th U.S. Symposium on Rock Mechanics (USRMS), , Pennsylvania: University Park, American Rock Mechanics Association, ARMA-61-099,. In; Brencich, A., Cassini, G., Pera, D., Riotto, G., Calibration and reliability of the rebound (Schmidt) hammer test (2013) Civil Engineering and Architecture, 1 (3), pp. 66-78; Chopra, A.K., (2000) Dynamics of structures : Theory and applications to earthquake engineering, , Prentice Hall; Clementi, F., Failure analysis of apennine masonry churches severely damaged during the 2016 central italy seismic sequence (2021) Buildings, 11 (2), p. 58; Colla, C., (1997) Non-destructive testing of masonry arch bridges, , University of Edinburgh; Conde, B., Matos, J.C., Oliveira, D.V., Riveiro, B., Probabilistic-based structural assessment of a historic stone arch bridge (2021) Structure and Infrastructure Engineering, 17 (3), pp. 379-391; Conde, B., Ramos, L.F., Oliveira, D.V., Riveiro, B., Solla, M., Structural assessment of masonry arch bridges by combination of non-destructive testing techniques and three-dimensional numerical modelling: application to Vilanova bridge (2017) Engineering Structures, 148, pp. 621-638; Eljufout, T., Alhomaidat, F., Evaluation of natural building stones’ characterizations using ultrasonic testing technique (2021) Arabian Journal for Science and Engineering, 46 (11), pp. 11415-11424; Elwan, S.K., Rehabilitation of historic railway masonry arch bridge: A case study (2015) Restoration of Buildings and Monuments, 21 (4-6), pp. 107-117; Ferrante, A., Loverdos, D., Clementi, F., Milani, G., Formisano, A., Lenci, S., Sarhosis, V., Discontinuous approaches for nonlinear dynamic analyses of an ancient masonry tower (2021) Engineering Structures, 230, p. 111626; Kicklighter, C.E., Andera, T.L., (2015) Modern masonry: Brick, block, stone, , Eighth Edi. Goodheart-Willcox; Maksymowicz, M., Cruz, P.J.S., Bień, J., Load capacity of damaged RC slab spans of railway-bridges (2011) Archives of Civil and Mechanical Engineering, 11 (4), pp. 963-978; (2020) History of Jordan, , http://www.historyofjordan.com, Sengabi LLC, Retireved October25, 2020, from; Naik, T.R., Mohan Malhotra, V., Popovics, J.S., The ultrasonic pulse velocity method (2003) Handbook on nondestructive testing of concrete, Second Edition, pp. 1-8. , Civil and Environmental Engineering, Grainger College of Engineering: CRC Press, &; Nicholson, J., (2005) The Hejaz railway, , 1st, Stacey International, ed; Thomas, P., Domede, N., Sellier, A., Mouatt, L., Mechanical characterization of limestone from sound velociy measurement (2015) International Journal of Rock Mechanics and Mining Sciences, 79, pp. 149-156; Turgut, P., Kucuk, O.F., Comparative relationships of direct, indirect, and semi-direct ultrasonic pulse velocity measurements in concrete (2006) Russian Journal of Nondestructive Testing, 42 (11), p. 745; William, K.J., Warnke, E.P., Constitutive model for the triaxial behavior of concrete (1974) International Association for Bridge and Structural Engineering, 19 (1), p. 174. , http://doi.org/","Eljufout, T.; Department of Civil Engineering, Jordan; email: t.eljufout@aum.edu.jo",,,"Taylor and Francis Ltd.",,,,,24705314,,,,"English","J. Stru. Inte. Maint.",Article,"Final","",Scopus,2-s2.0-85133001444
"Chen C.-H., Shih C.-M.","57354454600;35243457200;","Digital Interpretation as a Bridge to Support the Sense of Place: ""Lord Guan Online!"" DaxiDaxi Website",2022,"Architecture and Urban Planning","18","1",,"17","29",,,"10.2478/aup-2022-0003","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85131561964&doi=10.2478%2faup-2022-0003&partnerID=40&md5=271dc1f907d01328525d0fc1b3318610","National Taiwan University of Science and Technology, Taipei, Taiwan","Chen, C.-H., National Taiwan University of Science and Technology, Taipei, Taiwan; Shih, C.-M., National Taiwan University of Science and Technology, Taipei, Taiwan","In the context of coronavirus (COVID-19) pandemic, large-scale events have been forced to stop as well as movement of people between cities. At Daxi in Taoyuan, Taiwan, there is an event that lasts for over a century, Puji Temple Annual Celebration of Saintly Emperor Guan's Birthday, held every summer on June 24 of the lunar calendar. It is not only registered as Taoyuan City's intangible cultural heritage but also considered as the second Chinese New Year for local people. In order to express gratitude to Saintly Emperor Guan for his blessing, the local groups 'She-Tou', residents, shopkeepers and volunteers make a great effort on the preparations before the celebration. Local people who at the time do not live in Daxi because they are studying, working or after marriage are living in other cities would also come back to the town on this day. This traditional and cultural event bred from belief has become a mechanism of community cohesion and has shaped Daxi's unique sense of place. Unfortunately, the traditional pilgrimage of the celebration in 2021 has been paused due to the pandemic situation. However, thanks to the long-term collaboration and participation of the local museum, the ritual of faith can continue in a new way. This article takes the DaxiDaxi ""Lord Guan Online""website and its Facebook page as an example. By analysing how the Daxi Wood Art Ecomuseum interprets the traditional celebration and its culture in a digital way, we try to explore the possibility of digital tools as a powerful medium for connecting people and people and place during the pandemic period. © 2022 Chi-Hui Chen et al., published by Sciendo.","COVID 19; Daxi Wood Art Ecomuseum; digital interpretation; folk belief; sense of place",,,,,,"Ministry of Science and Technology, Taiwan, MOST: 109-2923-E-011-002-MY3","This research is supported in part by The Ministry of Science and Technology, Taiwan (MOST 109-2923-E-011-002-MY3). Thanks to Daxi Wood Art Eco Museum for providing us the data.",,,,,,,,,,"(2020) Airbnb Experiences - Host an online experience, , https://www.airbnb.com/s/experiences/online, [online]. Airbnb [cited 13.09.2021]; (2019) Experience the Night Watch, , https://beleefdenachtwacht.nl/en, [online]. Rijksmuseum [cited 13.09.2021]; Castells, M., (1996) The rise of the network society, p. 556. , Malden, Mass: Blackwell Publishers; De Souza e Silva, A., From cyber to hybrid: Mobile technologies as interfaces of hybrid spaces (2006) Space and Culture, 9 (3), pp. 261-278. , https://doi.org/10.1177/1206331206289022; Foth, M., Some thoughts on digital placemaking (2017) Media architecture compendium: Digital placemaking, pp. 203-206. , M. H. Häusler, M. Tomitsch, L. Hespanhol and G. Tscherteu eds. Germany: Avedition Gmbh; Pang, C., Neustaedter, C., Moffatt, K., Hennessy, K., Pan, R., The role of a location-based city exploration game in digital placemaking (2020) Behavior & Information Technology, 39 (6), pp. 624-647. , https://doi.org/10.1080/0144929X.2019.1697899; Chew, L., Loke, L., Hespanhol, L., A Preliminary Design Vocabulary for Interactive Urban Play: Analysing and Composing Design Configurations for Playful Digital Placemaking (2020) OzCHI '20: 32nd Australian Conference on Human-Computer Interaction, pp. 11-24. , https://doi.org/10.1145/3441000.3441064; Gu, M. R., (2018) Township of wood art: Wood art families in Daxi, p. 256. , Taipei: Vista Publishing; Chuang, C. M., (2017) A hundred year of the pilgrimage - The She-Tou that unites faith and life Taoyuan Daxi Wood Art Museum. A book of Daxi, p. 12. , Taoyuan: Daxi Wood Art Ecomuseum, Taoyuan; Chen, Y. C., (2020) Museum, Theatre and Community Participation: The Culture Theatre at the Daxi Wood Art Ecomuseum from 2018-2019, p. 234. , Taipei: Taipei National University of the Arts; Daxi Wood Art Ecomuseum, , https://www.daxidaxi.tw, Taoyuan [cited 14.09.2021]; Wu, C. H., (2004) Annals of Daxi Township, p. 1427. , Taoyuan: Daxi Township Office; Chen, C. H., (2004) Public Temple and Local Society. Take Daxi Puji Temple as an exemple (1902-2001), p. 259. , Taoyuan: National Central University; Wen, H. L., (2018) Welcome June 24 : Daxi She-Tou Centennial Special Exhibition Album, p. 80. , Taoyuan: Daxi Wood Art Museum; Hsieh, W. X., (2014) Deitial Traveling in Daxi: History of Daxi Puji Temple, p. 159. , Taoyuan: Puji Temple; Huang, S. F., (2001) God's blessing, Bean's fragrance, and Woodware's aroma, p. 190. , Taoyuan: Taoyuan County Tahsi Old Street Redevlopment Society; Chung, S. M., (2015) Daxi, our museum - The born of Daxi Wood Art Ecomuseum, Taoyuan, p. 46. , Taoyuan: Daxi Wood Art Museum, Taoyuan; Hsu, Y. L., (2019) Daxi Wood Art Ecomuseum, Taoyuan annual report 2018, p. 104. , Taoyuan: Daxi Wood Art Museum, Taoyuan; Chen, C. H., (2020) Daxi Wood Art Ecomuseum, Taoyuan annual report 2019, p. 96. , Taoyuan: Daxi Wood Art Ecomuseum, Taoyuan; 2020 DaxiDaxi - Lord Guan Online! BIAS Architects, , https://www.biasarchitects.com/202daxidaxi-guangingonline, [online]. BIAS Architects [cited 14.09.2021]; Chen, C. H., (2019) Feeling Life in Daxi, p. 45. , Taoyuan: Daxi Wood Art Museum, Taoyuan; Relph, E., (1976) Place and placelessness, p. 156. , London: Pion Limited; Tuan, Y. F., (1977) Space and place: The perspective of experience, p. 235. , Minneapolis: University of Minnesota Press",,,,"Sciendo",,,,,16914333,,,,"English","Archit. Urb. Plan.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85131561964
"Hamad F.S.","57210745876;","Ancient Mesopotamian Stone Bridge: Numerical Modeling and Structural Assessment",2022,"Shock and Vibration","2022",,"4255354","","",,,"10.1155/2022/4255354","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85130565091&doi=10.1155%2f2022%2f4255354&partnerID=40&md5=a281ecfba05eb2ba76ef1f4d5efe1973","Department of Civil, Salahaddin University, Kurdistan, Erbil, Iraq","Hamad, F.S., Department of Civil, Salahaddin University, Kurdistan, Erbil, Iraq","This study aimed to investigate the stress-strain and strain energy density (SED) states of Dalal stone arch bridge in Mesopotamia. Structural modeling of ancient bridge made of natural stone has been proven reliable, and accurate results have been obtained using 3D finite elements. Based on the more applicable theories of failure, a general methodology is presented for evaluating the ringstone of the largest ellipse-shaped arch of the Dalal Bridge. The elliptical arch was built in the COMSOL Multiphysics complex using 70 3D elements to represent the number of stones used along the length of the arch in the Dalal Bridge. Therefore, to create an accurate model, the coordinates of the four nodes of each stone were entered. Then, all domains were extruded for 0.8 m in the y-axis direction, i.e., 0.8 m of the bridge width was selected for investigation. That is, tapered fields were used to represent the stones of the arch ring. Using Rankine's, St. Venant's, and Haigh's theories, the qualitative and quantitative characteristics of all components of the stresses and SED states are investigated. The maximum positive values of the principal stresses, σ1, σ2, and σ3, in the 3D model reach 1.4, 0.51, and 0.09 MPa, respectively, and their maximum negative values were 13, 6.8, and 3.4 MPa, respectively. The equivalent principal stresses determined via a 2D investigation did not exceed these values. Evaluating the ringstone against the maximum principal strain theory (i.e., St. Venant's theory) reveals a safety factor of four in the existing state. Also, application of Haigh's theory confirms the results of the previously applied approaches. Even though the safety of the arch, according to the total strain energy theory (i.e., Haigh's approach), has been verified, a significant variation in the nonuniformity of the distribution of the SED (0.0011 J/m3-4416 J/m3) confirmed that the geometry of the investigated arch is not optimal for applied loading. The maximum value of the vertical component of the displacement is 3.4 mm, significantly lower than the allowable deflection for such an arch span. © 2022 Feirusha Salih Hamad.",,"3D modeling; Arch bridges; Safety factor; Strain energy; Mesopotamia; Model assessment; Principal stress; Stone bridges; Stone-arch bridges; Strain and strain energies; Strain energy density; Stress/strain; Structural assessments; Structural modeling; Arches",,,,,,,,,,,,,,,,"Betti, M., Drosopoulos, G.A., Stavroulakis, G.E., Two non-linear finite element models developed for the assessment of failure of masonry arches (2008) Comptes Rendus Mecanique, 336 (1-2), pp. 42-53. , 2-s2.0-38949181507; Milani, G., Tralli, A., A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature structures (2012) International Journal of Solids and Structures, 49 (5), pp. 808-834. , 2-s2.0-84856107620; Sab, K., Overall ultimate yield strength of a quasi-periodic masonry (2009) Comptes Rendus Mecanique, 337 (8), pp. 603-609. , 2-s2.0-70149106569; Viola, E., Panzacchi, L., Tornabene, F., General analysis and application to redundant arches under static loading (2007) Construction and Building Materials, 21 (5), pp. 1129-1143. , 2-s2.0-33845335884; Frunzio, G., Monaco, M., Gesualdo, A., 3D FEM analysis of a Roman arch bridge, pp. 591-598. , Proceedings of the 3rd International Seminar Guimarães November 2001 University of Minho, Portugal; Hendry, A.W., Masonry arch design at the end of the 19th century, , Proceedings of the 4th International Mason. Symposium August 1995 Cambridge, UK; Fanning, P.J., Boothby, T.E., Three-dimensional modelling and full-scale testing of stone arch bridges (2001) Computers & Structures, 79 (29-30), pp. 2645-2662. , 2-s2.0-0034778188; Karaveziroglou, M., Stavrakakis, E., Lazarides, P., Liolios, A., Giannopoulou, M., Roukounis, Y., Yeroyianni, M., A comparative analysis of some historical stone arch bridges in Greece by two new numerical approaches, pp. 749-756. , Proceedings of the 3rd International Seminar Guimarães November 2001 University of Minho, Portugal; Lallam, M., Mammeri, A., Djebli, A., Fuzzy analytical hierarchy processes for damage state assessment of arch masonry bridge (2021) Civil Engineering Journal, 7 (11), pp. 1933-1946; Odent, N., Berthellemy, J., Bridges asset ageing process model and theoretical simulation of the effect of a maintenance budget policy on bridge condition in natural heritage, pp. 14-17. , Proceedings of the 1st International Conference Bridge Maintenance Saf. Management IABMAS July 2002 Barcelona, Spain; Helal, R.A., Al-Baghdadi, H.M., Al-Salim, N.H.A., Using mortar infiltrated fiber concrete as repairing materials for flat slabs (2020) Civil Engineering Journal, 6 (10), pp. 1956-1973; Çadraku, H.S., Jagxhiu, B., Sustainability and functionality of railway network and its connecting facilities in Kosovo (2020) Journal of Human, Earth, and Future, 1, pp. 112-121; Pavelka, K., Detailed documentation and 3D model creation of Dalal bridge using terrestrial photogrammetry in Zakhu, Northern Iraqi Kurdistan, , Proceedings of the XXII CIPA Symposium October 2009 Kyoto, Japan CIPA Heritage Documentation; Manos, C., Simos, N., Kozikopoulos, E., (2016) The Structural Performance of Stone-Masonry Bridges, , London, UK IntechOpen; Naghoj, N.M., Youssef, N., Maaitah, O., Mechanical properties of natural building stone: jordanian building limestone as an example (2010) Jordan Journal of Earth and Environmental Sciences, 3, pp. 37-48; Onat, O., Yön, B., Adopted material properties of historical masonry structures for finite element models: mosques and bridges (2018) Firat University Turkish Journal of Science & Technology, 13, pp. 69-75; Gonen, H., Dogan, M., Karacasu, M., Ozbasaran, H., Gokdemir, H., Structural failures in refrofit historical murat masonry arch bridge (2013) Engineering Failure Analysis, 35, pp. 334-342. , 2-s2.0-84888138075; Daoud, H., Rashid, K., Alshkane, Y., Correlations of uniaxial compressive strength and modulus of elasticity with point load strength index, pulse velocity and dry density of limestone and sandstone rocks in sulaimani governorate, Kurdistan region, Iraq (2017) Journal of Zankoy Sulaimani, 19, pp. 57-72; Anikoh, G., Adesida, P.A., Afolabi, O.C., Investigation of physical and mechanical properties of selected rock types in kogi state using hardness tests (2015) Journal of Mining World Express, 4, pp. 37-51; Kourkoulis, S.K., Fracture and failure of natural building stones: applications in the restoration of ancient monuments (2007) Applications in the Restoration of Ancient Monuments, , Berlin, Germany Springer Science & Business Media; Proske, D., Gelder, P.V., (2009) Safety of Historical Stone Arch Bridges, , Berlin, Germany Springer Science & Business Media 2-s2.0-84892816162; Et, K., (2019) On the Issue of Calculation of Centrally and Eccentrically Compressed Masonry and Reinforced Masonry Structures Performed according to SNiP 45-5.03-308-2017, , Singapore BNTU; Page, A., The biaxial compressive strength of brick masonry (1981) Proceedings - Institution of Civil Engineers, 71 (3), pp. 893-906; Tóth, A.R., Orbán, Z., Bagi, K., Discrete element analysis of a stone masonry arch (2009) Mechanics Research Communications, 36, pp. 469-480; Syrmakezis, C.A., Asteris, P.G., Antonopoulos, A.K., Mavrouli, O.A., (2006) Stress-Failure Analysis of Masonry Structures under Earthquake Loading, , Athens, Greece National Technical University of Athens","Hamad, F.S.; Department of Civil, Kurdistan, Iraq; email: feirusha.hamad@su.edu.krd",,,"Hindawi Limited",,,,,10709622,,SHVIE,,"English","Shock Vib",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85130565091
"Polymenidis Y.","57695876400;","Boundaries in the city between the living and the dead",2022,"Boundaries and Restricted Places: The Immured Space",,,,"212","224",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85130130377&partnerID=40&md5=c357ae5ea9c9f6812845edfc7c6ed8cc","Department of Planning & Regional Development, University of Thessaly, Volos, Greece","Polymenidis, Y., Department of Planning & Regional Development, University of Thessaly, Volos, Greece","The cemetery has always been a sacred place, where the transition from life to death takes place. Today the first thing that comes in mind about cemeteries is the idea of enclosed spaces. The spatial diversity of the city and the cemetery is linked to various realizations of their boundaries: literal and metaphorical, real or imaginary, tangible and intangible, permeable and impenetrable. The history of the boundary reveals a timeless swing between slackness and reinforcement, construction and deconstruction, demarcation and revision. The cemetery, however, is a place of memory and culture, reflecting the local and wider community. Its monuments and cultural heritage constitute the “passport” for the “recession” or even the “tearing” of the virtual border between the city and the cemetery. In such a way, the wall separating the city and the cemetery becomes a bridge between the living and the dead, past and present, the familiar and the unknown. © Balkiz Yapicioglu and Konstantinos Lalenis 2022.",,,,,,,,,,,,,,,,,,"Alexakis, E., (2001) Identities and heterogeneities: Symbols, affinity, community in Greece and the Balkans, , [in Greek]. Athens: Dodoni; Amadei, G.L., (2006) Metropolis versus necropolis: Polarity in the relationship between the city and the cemetery in history, , London: Bartlett School of Graduate Studies, UCL; Anaxagorou, T., (2014) Hereafter [in Greek], , Thesis. Athens: NTUA; Antzoulatou-Retsila, E., (2004) Evidence of memory [in Greek], , Athens: Papazisi; Beebe, S.C., (1986) The forgotten landscape: Cemeteries and the public mind, , Washington: B.A., Western Washington University; Bietak, M., (1979) Urban archaeology and the “town problem” in ancient Egypt, in egyptology and the social sciences, , Cairo: American University in Cairo Press; Burkette, A., “The burial ground: A bridge between language and culture” (2015) Journal of Linguistic Geography, 3 (2), pp. 60-71; Entrikin, J.N., (1991) The betweenness of place, , London: Palgrave, London, pp.6-26; Etlin, R., (1984) The architecture of death: The transformation of the cemetery in 18th century Paris, , Cambridge, MA: MIT Press; Foucault, M., “Des espaces autres: Utopias and eterotopias (lecture, March 14, 1967)"" (1984) Architecture, Mouvement, Continute, 5, pp. 46-49; Foucault, M., (2012) Eterotopias and other texts, , [in Greek]. Athens: Plethron; Galati, M., (2012) The spatial geography of death: The question of boundary [in Greek], , Hania: Technical University of Crete; Garcia Sancho, C., (2011) Building death: Cemeteries and the representation of death in western culture, , Delft: TU Delft; Hems, O., (2016) Dominant ideologies: A study of social class and status in the late nineteenth and early twentieth centuries in west terrace cemetery, Adelaide, South Australia, , Thesis. Adelaide: Flinders University; Hertz, R., (1960) Death and the right hand, , London: Routledge; Jouanna, D., (2019) Greeks in the underworld: From Homer to Epicurus, , [in Greek]. Athens: Vivliopolion tis “Estias”; Jupp, P., (1997) The changing face of death: Historical accounts of death and disposal, , Basingstoke: Macmillan; Koumarianou, M., (2008) The fantasy of death in contemporary Greece [in Greek], , Athens: Dodoni; Kselman, T., (1993) Death and the afterlife in modern France, , Princeton, NJ: Princeton University Press; Marki, E., “Christian cemeteries in Greece: Organization, typology, burial painting, martyrdom, cemetery basilicas” [in Greek] (2002) Christian Archaeological Association Bulletin, pp. 169-176; Miller, D.S., Rivera, J.D., “Hallowed ground, place and culture” (2006) Space and Culture, pp. 334-350; Paraskevopoulou, I., (2015) First cemetery of Athens: Historical visions 1834-2013 [in Greek], , Athens: Polis; Prior, L., (1989) The social organization of death: Medical discourse and social practices in Belfast, , Basingstoke: Macmillan; Rigou, M., (1993) Death in modernity: A communicative and ethical problem, , [in Greek]. Athens: Plethron; Stevens, A., “Death and the city: The cemeteries of Amarna in their urban context” (2018) Cambridge Archaeological Journal, pp. 103-126; Tarres, S., Sole, A., Moreras, J., Diversities within cemeteries: The otherness in the expressions of the funerary heritage in Spain (2018) Death on the move: Managing narratives, silences and constraints in a transnational perspective, pp. 74-97. , Philip J. Havik, Jose Mapril and Clara Saraiva (eds.), Newcastle: Cambridge Scholars Publishing; Topaloglou, L., (2007) Borders and integration: Space, economy, policies, , [in Greek]. PhD thesis. University of Thessaly; Tzanaki, E., (2017) Drawings of transition: The role of the aquatic element in the evolution of European cemeteries, , [in Greek]. Hania: Technical University of Crete; Worpole, K., (2003) Last landscapes: The architecture of the cemetery in the west, , London: Reaction Books; Yalom, M., (2010) American cemeteries: Four hundred years of history through cemeteries and places of burial, , [in Greek]. Athens: Agra; Zavraka, D., (2015) The relationship between natural and man-made environment: The cemetery as a transitional place, in the works of Kienast & Vogt [in Greek], , PhD thesis. Aristotle University of Thessaloniki","Polymenidis, Y.; Department of Planning & Regional Development, Greece",,,"Edward Elgar Publishing Ltd.",,,,,,9781800884083; 9781800884076,,,"English","Boundaries and Restricted Places: The Immured Space",Book Chapter,"Final","",Scopus,2-s2.0-85130130377
"He L.","57546059100;","Protection and inheritance of construction technology wind and rain bridge based on BIM technology",2022,"Proceedings of SPIE - The International Society for Optical Engineering","12160",,"1216012","","",,,"10.1117/12.2627679","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85126915151&doi=10.1117%2f12.2627679&partnerID=40&md5=5a32288390eb99f94f7c9c8795cd6cea","Art Design College, Guilin University, Guangxi, Guilin, 541006, China","He, L., Art Design College, Guilin University, Guangxi, Guilin, 541006, China","With the continuous advancement of the protection process of intangible cultural heritage, the protection and inheritance of the Wind & Rain bridge of Dong Nationality in Sanjiang, Guangxi, as one of the key symbols of the intangible culture of construction technology of the Dong wooden architecture, has received corresponding attention, but it is facing many difficulties and challenges under the rapid social evolution of digital development. In this paper, BIM technology is integrated into the protection and inheritance of the Wind and Rain Bridges, through indepth research and coordination of data collection, building description, digital modeling, information integration and int eraction of Wind and Rain Bridges, it provides thoughts for the protection and inheritance of wooden construction cultur e of Dong minority in Sanjiang. © COPYRIGHT SPIE. Downloading of the abstract is permitted for personal use only.","BIM Technology; Construction technology; Inheritance and protection; Wind & Rain bridge","Architectural design; Bridges; Wooden buildings; BIM technologies; Collection building; Construction technologies; Data collection; Digital modeling; Guangxi; Inheritance and protection; Intangible cultural heritages; Social evolution; Wind & rain bridge; Rain",,,,,,,,,,,,,,,,"(2008) Overview of Sanjiang Dong Autonomous County, , Ethnic Publishing House, Nanning; Hongbo, Liu, Investigation on the protection and inheritance of the construction skills of Dong wooden architecture - a case study of Sanjiang Dong Autonomous County, Guangxi (2014) Urban architecture, 35, pp. 224-225; Qiaoyan, Zhao, Inheritance and protection of traditional skills from the perspective of Intangible Cultural Heritage - Taking the construction skills of Dong wooden architecture as an example (2014) Journal of Xuzhou Institute of Engineering (SOCIAL SCIENCE EDITION), pp. 89-90. , 09; Yan, Li, Analysis of the key factors in the successful application of BIM technology to the protection of historic buildings[J] (2015) Journal of Hainan University Natural Science Edition, 3, pp. 258-259; Shanshan, Yang, The live inheritance model of sports intangible cultural heritage in ethnic minority villages in Guangxi, Yunnan and Guizhou?Based on the perspective of cultural ecological space protection (2019) Social scientist, pp. 91-98. , 07; (2017) About Revit model data export, , https://www.zhihu.com/question/65373989/answer/242288487","He, L.; Art Design College, Guangxi, China; email: 634934175@qq.com","Bouras C.J.Yaakob R.","Academic Exchange Information Center (AEIC)","SPIE","2021 International Conference on Computational Modeling, Simulation, and Data Analysis, CMSDA 2021","3 December 2021 through 5 December 2021",,177774,0277786X,9781510651968,PSISD,,"English","Proc SPIE Int Soc Opt Eng",Conference Paper,"Final","",Scopus,2-s2.0-85126915151
"Palieraki V., Oikonomopoulou E., Nikolopoulou V., Vintzileou E., Giannelos C.","55386885100;57223011562;57200730315;7801408892;53866363100;","The Historical Bridge of Konitsa-Epirus, Greece: Documentation of the Structural System",2022,"International Journal of Architectural Heritage",,,,"","",,,"10.1080/15583058.2022.2041129","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85126344896&doi=10.1080%2f15583058.2022.2041129&partnerID=40&md5=5dc3c9bd9e8dc5c8e78f7af7c6af353a","Department of Structural Engineering, School of Civil Engineering, National Technical University of Athens, Athens, Greece","Palieraki, V., Department of Structural Engineering, School of Civil Engineering, National Technical University of Athens, Athens, Greece; Oikonomopoulou, E., Department of Structural Engineering, School of Civil Engineering, National Technical University of Athens, Athens, Greece; Nikolopoulou, V., Department of Structural Engineering, School of Civil Engineering, National Technical University of Athens, Athens, Greece; Vintzileou, E., Department of Structural Engineering, School of Civil Engineering, National Technical University of Athens, Athens, Greece; Giannelos, C., Department of Structural Engineering, School of Civil Engineering, National Technical University of Athens, Athens, Greece","The arched stone masonry bridge near the town of Konitsa, over Aoos river (1869 A.D.), was damaged and repaired in 1913 by using concrete. The RC jacket at the intrados is in critical state, exhibiting advanced concrete disintegration and reinforcement corrosion, with minor damage in the original structure of the bridge. In order to provide an intervention scheme for the preservation of the monument and to check whether the reconstruction of the RC jacket needs to be part of the intervention scheme, an overall study of the bridge was undertaken. In this paper, the in-situ and in-lab documentation is presented. To this purpose, non-destructive techniques were applied, along with material sampling and laboratory testing, whereas photogrammetric survey and geotechnical investigation were performed. The collected data serve the purpose of documenting the bearing structure of the bridge and interpreting construction peculiarities revealed during in-situ work. © 2022 Taylor & Francis.","Arched stone bridge; assessment; documentation; non-destructive techniques; rehabilitation","Arch bridges; Concretes; Critical current density (superconductivity); Disintegration; Nondestructive examination; Arched stone bridge; Assessment; Critical-state; Documentation; Historical bridges; Nondestructive technique; Reinforcement corrosion; Stone bridges; Stone masonry; Structural systems; Arches",,,,,"Ministère de la Culture; National Technical University of Athens, NTUA","This research was performed in the framework of a contract between the Prefecture of Epirus, the Municipality of Konitsa, the Hellenic Ministry of Culture and the National Technical University of Athens and it was funded by the Prefecture of Epirus. The contribution of Gefyra S.A. (Concession Company for the Rion-Antirrion Bridge) and its Vice-Chairman and Managing Director Dr. Panayiotis Papanikolas to the Geotechnical Investigation is gratefully acknowledged.",,,,,,,,,,"Aliabdo, A.A.E., Elmoaty, A.E.M.A., Reliability of using nondestructive tests to estimate compressive strength of building stones and bricks (2012) Alexandria Engineering Journal, 51 (3), pp. 193-203; Arêde, A., Costa, C., Gomes, A.T., Menezes, J., Silva, R., Morais, M., Gonçalves, R., Experimental characterization of the mechanical behaviour of components and materials of stone masonry railway bridges (2017) Construction and Building Materials, 153, pp. 663-681; Aydin, A., Basu, A., The Schmidt hammer in rock material characterization (2005) Engineering Geology, 81 (1), pp. 1-14; Bergamo, O., Campione, G., Donadello, S., Russo, G., In-situ NDT testing procedure as an integral part of failure analysis of historical masonry arch bridges (2015) Engineering Failure Analysis, 57, pp. 31-55; Boissonnas, F., Bridge in Epirus (1903) Photographic copy from a glass plate of Fred Boissonnas, 1903-1923, , Museum of Photography Thessaloniki, Greece; Boissonnas, F., (1920) L’Epire Berceau des Grecs, , Genève: Éditions d’Art Boissonnas (in French; Chroussachi, M., (1917) Photographs 1917-1958, , Greece: National Gallery and Alexandros Soutzos Museum; Costa, C., Arêde, A., Contributions on refined modelling of Stone Arch Bridges (2020) Proceedings of ARCH 2019, 9th International Conference on Arch Bridges, SI 11, pp. 128-135. , Porto, Portugal:, and; Di Prisco, M., Scola, M., Zani, G., On site assessment of Azzone Visconti bridge in Lecco: Limits and reliability of current techniques (2019) Construction and Building Materials, 209, pp. 269-282; Diamanti, N., Giannopoulos, A., Forde, M.C., Numerical modelling and experimental verification of GPR to investigate ring separation in brick masonry arch bridges (2008) NDT & E International, 41 (5), pp. 354-363; Efthimiou, A., Konitsa magazine (1970) Vol 102-104 (republication from the Gianja-Ioannina Newspaper, 30. , July23, 1870, Greek; Fauchard, C., Antoine, R., Bretar, F., Lacogne, J., Fargier, Y., Maisonnave, C., Guilbert, V., Dupont, J.P., Assessment of an ancient bridge combining geophysical and advanced photogrammetric methods: Application to the Pont De Coq, France (2013) Journal of Applied Geophysics, 98, pp. 100-112; Giannelos, C., (2021) Third Progress Report on Doctor Thesis entitled Large arch bridges in Greece up to the 19th century, , NTUA, (in Greek; Goutos, C., Konitsa magazine (2005) Vol 124 (republication from the Gianja-Ioannina Newspaper, 71. , November2, 1870, Greek; Hughes, T.-S., (1820) Travels in Sicily, Greece and Albania, 2. , London: J. Mawman; Leake, W.M., (1835) Travels in northern Greece (IV), , Gilbert & Rivingthon Printers, St. John‘s Square, London; Lubowiecka, I., Armesto, J., Arias, P., Lorenzo, H., Historic bridge modeling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics (2009) Engineering Structures, 31 (11), pp. 2667-2676; Martinelli, P., Galli, A., Barazzetti, L., Colombo, M., Felicetti, R., Previtali, M., Roncoroni, F., Di Prisco, M., Bearing capacity assessment of a 14th century arch bridge in Lecco (Italy) (2018) International Journal of Architectural Heritage, 12 (2), pp. 237-256; Michaelidis, G., (2017) Technical report of geodetic, topographic and photogrammetric survey on the arched bridge of Konitsa, , Service of Modern Monuments and Technical Works of Epirus, North Ionian and West Macedonia, Greece:. (in Greek; Nikolopoulou, V., Palieraki, V., Vintzileou, E., Dourouti residence-a part of Athenian Metaxourgeio complex: In-situ investigations (2014) 11th European Conference of Non-Destructive Testing (ECNDT 2014), pp. 6-10. , Prague, Chezh Republic:, and; (2015) The bridge of Plaka: The contribution of NTUA to its restoration (in Greek); Restoration of the Konitsa Stone Bridge (2018) Research report. (in Greek); Oikonomopoulou, E., Palieraki, V., Nikolopoulou, V., Vintzileou, E., Application of non-destructive techniques for the investigation of old masonry structures (2021) 4th International Conference on Protection of Historical Constructions, , Athens, Greece:, and,. In; Oliveira, D.V., Allahvirdizadeh, R., Sánchez, A., Riveiro, B., Mendes, N., Silva, R.A., Fernandes, F.M., Assessment of a medieval arch bridge resorting to non-destructive techniques and numerical tools (2020) Proceedings of ARCH 2019, 9th International Conference on Arch Bridges, SI 11, pp. 464-472. , Porto, Portugal:, and; Palieraki, V., Adami, C.-E., Vintzileou, E., In-situ measurements using radar and boroscopy techniques: Case Study -Hagia Sophia Museum of Trabzon, Turkey (2013) Proceedings of Conference BH2013 (Built Heritage 2013, Monitoring Conservation Management), , Milan, Italy; Palieraki, V., Vintzileou, E., Miltiadou-Fezans, A., Delinikolas, N., The use of radar techniques and boroscopy in investigating old masonry: The case of Dafni Monastery (2008) International Journal of Architectural Heritage, 2 (2), pp. 155-186; Pérez-Gracia, V., Di Capua, D., Caselles, O., Rial, F., Lorenzo, H., González-Drigo, R., Armesto, J., Characterization of a Romanesque bridge in Galicia (Spain) (2011) International Journal of Architectural Heritage, 5 (3), pp. 251-263; Pouqueville, F., (1820) Voyage dans la Grèce-Épire, , Firmin Didot, Pere et Fils, Libraires, Tome Deuxième, Rue Jacob, No 24, Paris: (in French; (1913) In Konitsa. Balkan wars: Men and a pack animal cross the stone bridge of Aoos. General archive 20th century, , https://www.searchculture.gr/aggregator/portal/search?keywords%5B0%5D.value=%26keywords%5B0%5D.field=%26providerShortName=:ELIA%26language=en%26facets%5BproviderShortNameSubCollection%5D.values%5B0%5D.checked=true%26facets%5BproviderShortNameSubCollection%5D.field=providerShortNameSubCollection%26facets%5BproviderShortNameSubCollection%5D.values%5B0%5D.value=ELIA__foto, Digitalized Collections ELIA; Sánchez-Aparicio, L.J., Bautista-De Castro, A., Conde, B., Carrasco, P., Ramos, L.F., Non-destructive means and methods for structural diagnosis of masonry arch bridges (2019) Automation in Construction, 104, pp. 360-382; (2014) Finite element method software, Version: 14.14-30, Servicepack: 2014-15, , http://www.sofistik.com, Sofistik AG; Solla, M., Asorey-Cacheda, R., Núñez-Nieto, X., Conde-Carnero, B., Evaluation of historical bridges through recreation of GPR models with the FDTD algorithm (2016) NDT & E International, 77, pp. 19-27; Solla, M., Pérez-Gracia, V., Fontul, S., A review of GPR application on transport infrastructures: Troubleshooting and best practices (2021) Remote Sensing, 13 (4), p. 672; Tassios, T.P., Vachliotis, C., Spanos, C., In-situ strength measurements of masonry mortars (1989) International technical conference: Structural conservation of stone masonry, pp. 53-61. , Athens:, and; Trezos, K., Georgiou, K., Maravelias, C., In situ determination of concrete strength by indirect methods (1993) Hammer and Ultrasounds Calibration, Technica Chronica, Technical Chamber of Greece, 406, pp. 27-44; Utsi, E.C., (2017) Ground penetrating radar: Theory and practice, , An imprint of Elsevier, Butterworth-Heinemann; Vintzileou, E., Touliatos, P., Konteas, I., Palieraki, V., The Katholikon of Osios Loucas Monastery: In-situ investigations (2008) Proceedings of SACoMaTiS 2008, on Site Assessment of COncrete MAsonry and TImber Structures, 1, pp. 539-548. , Varenna, Como Lake, Italy:, and","Palieraki, V.; Department of Structural Engineering, 5 Iroon Polytechniou Str, Greece; email: vasopal@central.ntua.gr",,,"Taylor and Francis Ltd.",,,,,15583058,,,,"English","Int. J. Archit. Herit.",Article,"Article in Press","",Scopus,2-s2.0-85126344896
"Chen S., Yang Y., Shen Z.","57203314677;57192551695;55219953800;","Impact of New Construction Activities of Min-Zhe Wooden Arch Bridge in the Conservation of Its Traditional Building Craftsmanship",2022,"International Journal of Architectural Heritage",,,,"","",,,"10.1080/15583058.2021.2023694","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85125384046&doi=10.1080%2f15583058.2021.2023694&partnerID=40&md5=acc21ebe22ed90e0f39196b11c540e06","Fuzhou-Kanazawa University International Joint Laboratory of Spatial Planning and Sustainable Development, Fuzhou University, Fuzhou, China; School of Architecture and Urban-Rural Planning, Fuzhou University, Fuzhou, China; School of Civil Engineering, Fuzhou University, Fuzhou, China; School of Environmental Design, Kanazawa University, Kanazawa, Japan","Chen, S., Fuzhou-Kanazawa University International Joint Laboratory of Spatial Planning and Sustainable Development, Fuzhou University, Fuzhou, China, School of Architecture and Urban-Rural Planning, Fuzhou University, Fuzhou, China; Yang, Y., School of Civil Engineering, Fuzhou University, Fuzhou, China; Shen, Z., Fuzhou-Kanazawa University International Joint Laboratory of Spatial Planning and Sustainable Development, Fuzhou University, Fuzhou, China, School of Environmental Design, Kanazawa University, Kanazawa, Japan","This paper focuses on discussing the new construction activities of such bridges and their impacts on Min-Zhe Bridge’s Traditional Building Craftsmanship (TBC for short). A total number of fifty-six such bridges were investigated including their implementing mechanism, designs, structures and functions. Based on the investigation, it discussed the advantages and challenges of these activities in terms of the conservation of the TBC, the relevant woodworking masters and the core communities. © 2022 Taylor & Francis.","Chinese Wooden Arch Bridge; Conservation; Intangible Cultural Heritage; New Bridge; Traditional Building Craftsmanship; Transmission; Viability","Arches; Construction industry; Historic preservation; Chinese wooden arch bridge; Construction activities; Intangible cultural heritages; Mechanism design; Mechanism structure; New bridge; New constructions; Traditional building craftsmanship; Traditional buildings; Viability; Arch bridges",,,,,"Henry Luce Foundation, HLF","A similar situation happened in the case of the Shijin Bridge () built in 2008 in Ciyun Village, Pingnan County, Fujian Province. The project was supported by the Pingnan county government who wanted to record the Min-Zhe Bridge’s TBC to support its next year’s application for the UNESCO’s ICH in Need of Urgent Safeguarding. During the construction process, the Bearer Chuncai Huang and his assistants dressed in traditional suits as shown in (Left) to perform the folk-custom activities for bridge-building so they could imitate the ancient construction scene as much as possible.","The second example is the Lehigh Bridge located on the campus of Lehigh University, Pennsylvania, USA. The construction project was sponsored by the Henry Luce Foundation as a part of the university’s Chinese Bridge Project aiming to “construct a series of interrelated, multifaceted, and enduring bridges between Lehigh and China” (Chinese Bridge Project ). The bridge was designed and built by the faculty members and students at the university in 2015 without any supervision of the Bearer or woodworking master in the Min-Zhe area.",,,,,,,,,"Chen, S., Yang, Y., Shen, Z., Javanmardi, A., Reconstruction of Min-Zhe Wooden Arch Bridges and its Legitimation as Tangible and Intangible Heritage (2021) International Journal of Architectural Heritage, pp. 1-18; Chinese Bridge Project Spans Disciplines, Cultures and History (2009) Lehigh News, 21. , https://www2.lehigh.edu/news/chinese-bridge-project-spans-disciplines-cultures-and-history, June; Fang, Y., A Survey and Research of the Timber-arch Bridge in Fujian and Zhejiang (1) (1995) Fujian Architecture, 3, pp. 1-4; Gong, D., Fujian Mugongqiao Diaocha Baogao (2013) Investigation Report of the Wooden Arch Bridge in Fujian, , Beijing: Science Press; Huang, Y., Xiangcun Wenhua Zhenxing yu Feiwuzhi Wenhua Yichan de Baohu Liyong—Jiyu Xiangcun Fazhan Xiangguan Shuju de Fenxi [Revitalization of Rural Culture and the Protection of Intangible Cultural Heritage—Analysis based on Rural Development Data] (2019) Cultural Heritage, 3, pp. 1-12; Karakul, O., An Integrated Methodology for the Conservation of Traditional Craftsmanship in Historic Buildings (2015) International Journal of Intangible Heritage, 10, pp. 135-144; Karakul, O., An Integrated Approach to the Conservation of Traditional Building Crafts and Their Sustainability in Contemporary Design (2018) CRAFTARCH’ 18, International Art Craft Space Congress Proceedings Book, pp. 10-16. , Karakul O., Dalkiran A., (eds), Konya: EGITIM YAYINEVI,. ed; Lai, M., Wang, Y., (2020) 11Nian, Xinjian Langqiao 40Yuzuo! Taishun Feiyi Baohu Chuancheng Bingju [40 New Covered Bridges in 11 Years! Taishun Protect and Develop the Intangible Cultural Heritage, , https://www.sohu.com/a/436458798_687027; Li, H., Probing into the Social Reasons for the Local Building and Preserving of Cross-bridges in the East of Fujian Province (2005) Journal of Fujian University of Technology, 3 (4), pp. 363-366; Liang, X., Lishui Langqiao Shiba Chongxian [The Covered Bridge in Lishui is Represented in the Shiba Village] (2010) Sichuan Daily, 27, p. 9. , May; Liu, T., On the Overall Protection of the Chinese Traditional Yinzao Techniques (2012) China Cultural Heritage Scientific Research, 4, pp. 54-58; Liu, Y., (2021) Woven Arch Bridge: Histories of Constructional Thoughts, , China Perspectives. New York: Routledge; Lu, J., Li, Y., Chen, Z., Chuancheng Xiangcun Fengyun: Taishun Cunweicun “Xinlaojiajie” Shou Qixiao [Inheriting Rural Charm: The “New and Old Grafting” Measure in the Cunwei Village, Taishun Got Amazing Results] (2006) Wenzhou News, 9, p. 6. , August; Que, Y., (2012) Chinese Wooden Arch Bridge and the Community—based on the Investigation in Qingyuan, Zhejiang, , PhD diss., Minzu University of China; Ronald, D.K., (2008) Chinese Bridges: Living Architecture from China’s Past, , Rutland: Tuttle Publishing; Tang, H., Overlapped Beam Arch (1987) Chinese Ancient Bridge, pp. 64-78. , Tang H., (ed), Beijing: Cultural Relics Press; Wang, J., Zhe-Tai Wenhua Jiaoliu Xindibiao: Taiwan Zhejiang Taishun Langqiao Juxing Yuanqiao Yishi [New Landmark of the Zhejiang-Taiwan Cultural Exchange: Zhejiang Taishun Bridge in Taiwan hold the Complete Ceremony] (2019) Zhejiang Daily, 26, p. 1. , February; Wang, Z., Kuayue, Cong Shanjian Dao Xinjian—Pingnan Xinxiangcun Minzhong Choujiancheng Quanguo Dankong Kuadu Zuichang Mugonglangqiao Ceji [Acrossing from Mountains to Hearts: People in Xinxiang Village, Pingnan County Built the Longest Single-hole Span Wooden Arch Bridge in China (2020) Mindong Daily, 7, p. 4. , February,. In; Weng, Q., Liangdi Kenen Xiaoyuan Nei, Youwang Gongjian Shuangzi Langqiao [A Twin of Covered Bridges is Expected to be Built in two Campuses of the Kean University] (2021) Wenzhou Daily, 26, p. 2. , April; Wijesuriya, G., (2018) Living Heritage: A Summary, , https://www.iccrom.org/wp-content/uploads/PCA_Annexe-1.pdf, 2015; Wu, S., (2018) Zhongguo Mugong Langqiao Yingzao Laoyi Xinsheng [Creating a New Life to the Old Craft of Chinese Wooden Arch Bridge, , http://www.chinanews.com/sh/2018/11-04/8667723.shtml; Wu, Y., Feiwuzhi Wenhuayichan (Mugongqiao Chuantong Yingzao Jiyi) Chuancheng Jidi—Dazao Xinqiao he Xin Langqiao Shifu de Yaolan [Intangible Cultural Heritage (Traditional Wooden Arch Bridge Construction Techniques) Inheritance Base—Creating the Cradle of (2019) New Bridges and New Bridge Building Masters, , http://qynews.zjol.com.cn/qynews/system/2019/05/15/031649832.shtml; Wu, S., Chuancheng Feiyi: Woxian Chixu Xinjian 8zuo Mugong Langqiao [Passing on the Intangible Cultural Heritage: 8 New Min-Zhe Bridges in Shouning County] (2020) Mindong Daily, 17, p. 2. , August; Xiao, X., Exploration on Productive Protection of Intangible Heritage in the era of Scene Marketing (2021) Journal of Frontiers of Society, Science and Technology, 1 (1), p. 9; Xie, J., (2016) Report of the Status of an Element Inscribed on the List of Intangible Cultural Heritage in Need of Urgent Safeguarding: Traditional Design and Practices for Building Chinese Wooden Arch Bridges, , http://ich.unesco.org/en/state/china-CN?info=periodic-reporting#usl-0293-2014; Yang, Y., Chen, B., Removed, Rebuilt and New Timber Arch Bridges in China (2010) Paper presented at the 6th International Conference on Arch Bridges, , Fuzhou, China: October, 11; Yang, Y., Nakamura, S., Chen, B., Nishikawa, T., Traditional Construction Technology of China Timber Arch Bridges (2012) Journal of Structural Engineering, 58A (3), pp. 777-784; Zhang, X., Bridges Span Lehigh University and Qingyuan (2015) Cultural Dialogue, 5, pp. 4-8; Zhang, Y., (2019) Traditional Design and Practices for Building Chinese Wooden Arch Bridges, , https://ich.unesco.org/en/USL/traditional-design-and-practices-for-building-chinese-wooden-arch-bridges%26#x2013;00303; Zhou, F., Lu, Q., Su, X., (2011) Zhongguo Mugongqiao Chuantong Yingzao Jiyi [Traditional Building Craftsmanship of the Chinese Wooden Arch Bridge, , Hangzhou: Zhejiang People Press; Zhuang, Y., (2015) Zhouningxian Langqiao Jiangshi Zhangchangzhi: “Wo zai Deguo Jian Zhongguo Langqiao” [Bridge Master Changzhi Zhang in Zhouning: I Built a Chinese Bridge in Germany, , http://fjnews.fjsen.com/2015-09/11/content_16616566_all.htm#content_1","Chen, S.; Fuzhou-Kanazawa University International Joint Laboratory of Spatial Planning and Sustainable Development, China; email: chenshujie1986@gmail.com",,,"Taylor and Francis Ltd.",,,,,15583058,,,,"English","Int. J. Archit. Herit.",Article,"Article in Press","",Scopus,2-s2.0-85125384046
"Bianchi S., Biondini F., D’Angelo M., Ballio F., Anghileri M., Rosati G., Cazzulani G.","57194085594;6602613840;57223137836;6602931738;57211567366;7102230886;55931995400;","Satellite-Based Structural and Hydraulic Monitoring of a 50-Year-Old Bridge over the Oglio River in Italy",2022,"Lecture Notes in Civil Engineering","200 LNCE",,,"380","389",,,"10.1007/978-3-030-91877-4_44","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121930083&doi=10.1007%2f978-3-030-91877-4_44&partnerID=40&md5=2d34407be81741f7e87baf08bb92751c","Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Department of Mechanical Engineering, Politecnico di Milano, Milan, Italy","Bianchi, S., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Biondini, F., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; D’Angelo, M., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Ballio, F., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Anghileri, M., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Rosati, G., Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy; Cazzulani, G., Department of Mechanical Engineering, Politecnico di Milano, Milan, Italy","The bridge over the Oglio river in Isola Dovarese, Italy, is a 50-year-old structure with concrete deck I-beams. This bridge is an important link for both local communities and regional transportation system and has been selected as a case study within a joint project promoted by Regione Lombardia and Politecnico di Milano for the definition of criteria and guidelines for maintenance and management of the roadway infrastructure. A structural health monitoring system based on satellite technology has been designed and implemented for the continuous measurement of displacements of selected points of both deck and piers. A camera and a hydrometer have been integrated in the system for visualizing a pier front to detect floating debris and monitoring of water elevation, respectively, along with a weather station to assess the environmental conditions. Moreover, an echo-sounder has been used to investigate the erosion and local scour at foundation level. This paper provides a description of the design and implementation of the integrated system and a critical appraisal of the preliminary results of the monitoring activities as a support to the general framework for maintenance and management of the roadway infrastructure at regional scale. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Bridges; Damage; Hydraulic monitoring; Structural monitoring","Bridge piers; Highway administration; Highway bridges; Scour; Structural health monitoring; Concrete deck; Damage; Hydraulic monitoring; I beams; Local community; Old structure; Regional transportation; Roadway infrastructure; Structural monitoring; Transportation system; Piers",,,,,,,,,,,,,,,,"(2019) Life-Cycle Design Assessment and Maintenance of Structures and Infrastructure Systems. American Society of Civil Engineers, , Biondini F, Frangopol DM, ASCE), Reston; Arena, M., Bianchi, S., Biondini, F., Torti, A., (2020) Individuare Le priorità Manutentive Dei Ponti Stradali Lombardi, , Azzone G, Balducci S, Secchi P; Limongelli, M.P., The MoRe guidelines for monitoring of transport infrastructures. In: 1st conference of the european association on quality control of bridges and structures (EUROSTRUCT 2021), Padua, Italy (2021) 29Th August–1st September; Wardhana, K., Hadipriono, F.C., Analysis of recent bridge failures in the United States (2003) J Perform Constr Facil, 17 (3), pp. 144-150; Briaud, R.J., Realtime monitoring of bridge scour using remote monitoring technology. Texas Transportation Institute (2011) Technical Report 0-6060-1; Foti, S., Sabia, D., Influence of foundation scour on the dynamic response of an existing bridge (2011) J Bridg Eng, 16 (2), pp. 295-304; Ballio, F., Bianchi, A., Franzetti, S., de Falco, F., Mancini, M., Vulnerabilità idraulica di ponti fluviali (1998) XXVI Convegno Nazionale Di Idraulica E Costruzioni Idrauliche, 3, pp. 69-80. , Catania, Italy, vol, pp; Im, S.B., Hurlebaus, S., Kang, Y.J., Summary review of GPS technology for structural health monitoring (2013) J Struct Eng, 139 (10), pp. 1653-2166; Yu, J., Meng, X., Yan, B., Xu, B., Fan, Q., Xie, Y., Global navigation satellite system-based positioning technology for structural health monitoring: A review (2020) Struct Control Health Monit, 27 (1), p. e2467; Caldera, S., Realini, E., Barzaghi, R., Reguzzoni, M., Sansò, F., Experimental study on low-cost satellite-based geodetic monitoring over short baselines (2016) J Surv Eng, 142 (3); Prendergast, L.J., Gavin, K., A review of bridge scour monitoring techniques (2014) J Rock Mech Geotech Eng, 6, pp. 138-149","Bianchi, S.; Department of Civil and Environmental Engineering, Italy; email: silvia.bianchi@polimi.it","Pellegrino C.Faleschini F.Zanini M.A.Matos J.C.Casas J.R.Strauss A.",,"Springer Science and Business Media Deutschland GmbH","1st Conference of the European Association on Quality Control of Bridges and Structures, EUROSTRUCT 2021","29 August 2021 through 1 September 2021",,269849,23662557,9783030918767,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121930083
"Rapaport G.","57192205521;","Evaluation of Post Tensioned Bridges’ Tendon Ducts by NDT and Minor Invasive Measures",2022,"Lecture Notes in Civil Engineering","200 LNCE",,,"67","74",,,"10.1007/978-3-030-91877-4_8","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121918472&doi=10.1007%2f978-3-030-91877-4_8&partnerID=40&md5=dd4af2f1b088e2bb9da249be01fc475e","Bridge Asset Management, Ramboll Finland Oy, Copenhagen, Denmark","Rapaport, G., Bridge Asset Management, Ramboll Finland Oy, Copenhagen, Denmark","This paper introduces the author’s accumulated experience in applying state of the art NDT methods (ultrasound tomography and Impact-Echo) for post tensioned bridges’ grout injection evaluation together with minor invasive investigations for validating NDT results and for evaluation of prestressing system condition including duct’s grout injection and prestressing steel corrosion. The injection grout has a crucial role in protecting the prestressing steel against corrosion and it is important for intermediating the prestressing forces to the concrete structure. Therefore, successful grout injection is critical for the correct structural functionality of a post tensioned bridge. There are thousands of aging post-tensioned bridges, frequently on critical transportation routes. Occasionally, construction faults and environment stresses pose significant functionality and durability problems to the prestressing system. The consequences may possibly affect the safe usage of bridges. Faults and damages in prestressing systems are hidden from the eyes. Therefore the severity of the situation is unknown and may result in extreme cases even in sudden collapse of bridges - as witnessed in the 2018 collapse of the Morandi Bridge in Genoa, Italy where apparently, according to publications, a post tensioned main structural part failed. Especially the condition of old bridges should be assessed. “Traditional” inspection techniques do not provide information on the internal prestressing system which has a crucial role in the bridge load carrying capacity. The abovementioned NDT methods combined with invasive investigations enable this critical evaluation task. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Bridge inspection; Corrosion; Injection; Non-destructive testing (NDT); Post tensioned bridges; Tendon ducts","Bridge decks; Corrosion protection; Ducts; Grouting; Mortar; Prestressing; Steel corrosion; Tendons; Bridge inspection; Grout injection; Injection; Non-destructive testing; Post-tensioned bridges; Prestressing steel; Prestressing system; State of the art; Tendon duct; Ultrasound tomography; Nondestructive examination",,,,,,,,,,,,,,,,"Finnish Road Administration (2003) Finnra Reports, 48; (2014) NDT Systems, , www.germann.org, Bridging NDT Theory and Practice, Catalog NDT","Rapaport, G.; Bridge Asset Management, Denmark; email: guy.rapaport@ramboll.fi","Pellegrino C.Faleschini F.Zanini M.A.Matos J.C.Casas J.R.Strauss A.",,"Springer Science and Business Media Deutschland GmbH","1st Conference of the European Association on Quality Control of Bridges and Structures, EUROSTRUCT 2021","29 August 2021 through 1 September 2021",,269849,23662557,9783030918767,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121918472
"Dormány A., Orbán Z.","57388642300;25637382700;","Structural and Durability Assessment of Heritage Reinforced Concrete Structures",2022,"Lecture Notes in Civil Engineering","200 LNCE",,,"313","322",,,"10.1007/978-3-030-91877-4_37","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121910469&doi=10.1007%2f978-3-030-91877-4_37&partnerID=40&md5=cefc795c4a5658f747aff3891593bfb0","Faculty of Engineering and Information Technology, University of Pécs, Pécs, Hungary; FEIT, Structural Diagnostics and Analysis Research Group, University of Pécs, Pécs, Hungary","Dormány, A., Faculty of Engineering and Information Technology, University of Pécs, Pécs, Hungary; Orbán, Z., FEIT, Structural Diagnostics and Analysis Research Group, University of Pécs, Pécs, Hungary","Reinforced concrete structures built in the first half of the 20th century are part of our cultural heritage. Many of them have been degraded due to environmental effects or extreme actions, although their further utilisation and use are desired. To maintain a safe operation of historical reinforced concrete structures it is thus necessary to confirm with appropriate assessment methods that the load carrying capacity of the structures sufficient for the current and foreseeable applied loads without accelerated deterioration, and the structures remain serviceable. Several diagnostic methods are used to investigate the condition of existing reinforced concrete structures. As well as the predominant use of visual inspections and destructive tests, there has been a tendency towards applying non-destructive testing techniques in recent decades. There is a large potential in an appropriate combination of various techniques, as this combination can improve the accuracy of estimation of the measured properties or help reduce time to obtain the necessary data for assessment. The paper presents methods of diagnosis, analysis, assessment, service life expectancy and extension for historical reinforced concrete structures. An overview of a selection of available non-destructive, minor-destructive and monitoring methods is given and their efficacy to help analyse and assess condition is discussed. A methodology is shown where in-situ testing methods play a key role in determining input parameters for the assessment. Results of a testing programme via case studies are demonstrated where the efficiency of various non-destructive testing methods have been studied. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Heritage reinforced concrete buildings; Structural assessment","Bridge decks; Concrete buildings; Concrete construction; Concrete testing; Deterioration; Reinforced concrete; Well testing; 20th century; Condition; Cultural heritages; Durability assessment; Further utilization; Heritage reinforced concrete building; Reinforced concrete buildings; Reinforced concrete structures; Safe operation; Structural assessments; Nondestructive examination",,,,,,"Acknowledgements. The research project is conducted at the University of Pécs, Hungary, within the framework of the Biomedical Engineering Project of the Thematic Excellence Programme 2019 (TUDFO/51757-1/2019-ITM).",,,,,,,,,,"Orbán, Z., Balla, B., Dormány, A., Assessment and rehabilitation of heritage structures helped by combined non-destructive tests (2019) 6Th International Academic Conference on Places and Technologies, pp. 64-71. , Pécs, pp; Rucka, M., Wojtczak, E., Zielinska, M., Interpolation methods in GPR tomographic imaging of linear and volume anomalies for cultural heritage diagnostics (2020) Measurement, 154; Rucka, M., Wojtczak, E., Zielinska, M., Integrated application of GPR and ultrasonic testing in the diagnostics of a historical floor (2020) Materials, 13, p. 2547; Dey, A., Miyani, G., Debroy, A., Sil, A., In-situ NDT investigation to estimate degraded quality of concrete on existing structure considering time-variant uncertainties (2020) J Build Eng, 27; Sbartaï, Z., Breysse, D., Larget, M., Balayssac, J., Combining NDT techniques for improved evaluation of concrete properties (2012) Cement Concr Compos, 34, pp. 725-733; Fib Bulletin 80: Partial factor methods for existing concrete structures; ISO 2394 (2015) General principles on reliability for structures; (2021), http://freet.cz/.Accessed29, Mar; Keršner, Z., Rovnaníková, P., Teplý, B., Novák, D., Design for durability: An interactive tool for RC structures (2004) LC 2004 Life Cycle Assessment, Behaviour and Properties of Concrete and Concrete Structures, p. 172. , p, Brno: Faculty of Civil Engineering, Brno University of Technology; Carevic, V., Ignjatovic, I., Influence of loading cracks on the carbonation resistance of RC elements (2019) Construct Build Mater, p. 227; Haszpra, L., A Bioszféra szerepe a légkör szén-dioxid tartalmának alakulásában (2016) OTKA Research Report (Hungarian); Norbeo S, Naeem M, Tans P (2021) Estimating the short-time rate of change in the trend of Keeling curve, scientific reports. https://www.nature.com/cinetifireports. Accessed 02 Apr 2021","Dormány, A.; Faculty of Engineering and Information Technology, Hungary; email: dormany.andras@mik.pte.hu","Pellegrino C.Faleschini F.Zanini M.A.Matos J.C.Casas J.R.Strauss A.",,"Springer Science and Business Media Deutschland GmbH","1st Conference of the European Association on Quality Control of Bridges and Structures, EUROSTRUCT 2021","29 August 2021 through 1 September 2021",,269849,23662557,9783030918767,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121910469
"Minnucci L., Scozzese F., Dall’Asta A., Carbonari S., Gara F.","57207991823;57191958723;57204284334;35076897500;6602224784;","Influence of the Deck Length on the Fragility Assessment of Italian R.C. Link Slab Bridges",2022,"Lecture Notes in Civil Engineering","200 LNCE",,,"731","739",,,"10.1007/978-3-030-91877-4_83","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121908169&doi=10.1007%2f978-3-030-91877-4_83&partnerID=40&md5=9cb8be61fe9d223c1829d403b95fb8b5","DICEA – Università Politecnica delle Marche, Via Brecce Bianche, Ancona (AN), Italy; SAAD – University of Camerino, Viale della Rimembranza, Ascoli Piceno (AP), Italy","Minnucci, L., DICEA – Università Politecnica delle Marche, Via Brecce Bianche, Ancona (AN), Italy; Scozzese, F., SAAD – University of Camerino, Viale della Rimembranza, Ascoli Piceno (AP), Italy; Dall’Asta, A., SAAD – University of Camerino, Viale della Rimembranza, Ascoli Piceno (AP), Italy; Carbonari, S., DICEA – Università Politecnica delle Marche, Via Brecce Bianche, Ancona (AN), Italy; Gara, F., DICEA – Università Politecnica delle Marche, Via Brecce Bianche, Ancona (AN), Italy","This work focuses on the fragility assessment of reinforced concrete multi-span continuous bridges, which is a widespread structural typology in Italy, with the aim of investigating the peculiar vulnerabilities of the bridge class under investigation, the reinforced concrete link slab jointless bridges. The need for a deeper study on the topic derives from the wide diffusion of such typology on the Italian road network, which has been recently struck by earthquakes and needs intervention works for the safety of old bridges and viaducts. Starting from a real case study located in Centre Italy, a couple of reinforced concrete bridge case studies is chosen in order to consider the influence of different length for the deck and to provide a forecast for the structural behaviour of the selected bridge class. The associated numerical models are able to capture the failure mechanisms most likely to occur, and a dedicated modelling strategy is developed to capture the potential failure on the kinematic links on the superstructure. A probabilistic framework is developed considering both the site-dependent seismic hazard, which accounts for the parameters characterizing a medium seismicity level area as well as the record-to-record variability, and the demand parameters related to the examined vulnerabilities. Seismic analyses are carried out through the Multiple Stripe Analysis methodology to furnish the fragility curves for all the response parameters relevant for the structural system. Performance thresholds are chosen for each bridge component according to the current codes and literature. As a result, fragility curves provide useful insights about the main structural deficiencies of the system at hand in order to evaluate possible intervention strategies against social and economic losses. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Bridge class; Italian bridge fragility; Reinforced concrete infrastructures","Bridges; Concrete slabs; Failure (mechanical); Losses; Seismology; Bridge class; Case-studies; Continuous bridges; Fragility assessment; Fragility curves; Italian bridge fragility; Link slabs; Multi-spans; Reinforced concrete infrastructure; Slab bridges; Reinforced concrete",,,,,,,,,,,,,,,,"Scozzese, F., Ragni, L., Tubaldi, E., Gara, F., Modal properties variation and collapse assessment of masonry arch bridges under scour action (2019) Eng Struct, 199; Ragni, L., Scozzese, F., Gara, F., Dynamic identification and collapse assessment of Rubbianello Bridge (2019) IABSE Symposium Report, pp. 619-626. , pp; Nielson, B.G., Desroches, R., Seismic fragility curves for typical highway bridge classes in the Central and South-eastern United States (2007) Earthq Spectra, 23, pp. 615-633; Ramanathan, K., Desroches, R., Padgett, J.E., Analytical fragility curves for multispan continuous steel girder bridges in moderate seismic zones (2010) Transp Res Rec, 2202 (1), pp. 173-182; Mangalathu, S., Jeon, J.S., Padgett, J.E., Desroches, R., ANCOVA-based grouping of bridge classes for seismic fragility assessment (2016) Eng Struct, 123, pp. 379-394; Briseghella, B., Siviero, E., Zordan, T., A composite integral bridge in Trento, Italy: Design and Analysis (2004) IABSE Symposium Report, 88 (6), pp. 297-302. , vol, no, pp; Caner, A., Zia, P., Behavior and design of link slabs for jointless bridge decks (1998) PCI J, 43, pp. 68-81; Sevgili, G., Caner, A., Improved seismic response of multisimple-span skewed bridges retrofitted with link slabs (2009) J Bridge Eng, 14 (6), pp. 452-459; Wang, C., Shen, Y., Zou, Y., Zhuang, Y., Li, T., Analysis of mechanical characteristics of steel-concrete composite flat link slab on simply-supported beam bridge (2019) KSCE J Civ Eng, 23 (8), pp. 3571-3580. , https://doi.org/10.1007/s12205-019-1921-1; Carbonari, S., Gara, F., Dall’Asta, A., Dezi, L., Shear connection local problems in the seismic design of steel-concrete composite decks (2016) Italian Concrete Days, pp. 341-354. , https://doi.org/10.1007/978-3-319-78936-1_25, Springer, Cham, pp; Dezi, L., Carbonari, S., Dall’Asta, A., Gara, F., Minnucci, L., Seismic behaviour of steel-concrete composite bridge decks. Steel and Steel-concrete composite structures in seismic areas: Advances in research and design. Research Project RP3, ReLUIS-DPC 2014-2018, pp 451–478. Doppia Voce, Napoli (2018) ISBN 978-88-89972-74-8; Tubaldi, E., Barbato, M., Dall’Asta, A., Transverse seismic response of continuous steel-concrete composite bridges exhibiting dual load path (2010) Earthq Struct, 1 (1), pp. 21-41; Tubaldi, E., Barbato, M., Dall’Asta, A., Influence of model parameter uncertainty on seismic transverse response and vulnerability of steel–concrete composite bridges with dual load path (2011) J Struct Eng, 138 (3), pp. 363-374; Tubaldi, E., Dall’Asta, A., Transverse free vibrations of continuous bridges with abutment restraint (2012) Earthq Eng Struct Dyn, 41 (9), pp. 1319-1340; Gara, F., Regni, M., Roia, D., Carbonari, S., Dezi, F., Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests (2019) Soil Dyn Earthq Eng, 120, pp. 408-422; D.M.03.03.1975, Approvazione delle norme tecniche per le costruzioni in zone sismiche (1975) G.U. N, 93 (8), p. 04; Jalayer, F., Cornell, C.A., Alternative non-linear demand estimation methods for probability-based seismic assessments (2009) Earthq Eng Struct Dyn, 38 (8), pp. 951-972; Scozzese, F., Dall’Asta, A., Tubaldi, E., Seismic risk sensitivity of structures equipped with anti-seismic devices with uncertain properties (2019) Struct Saf, 77, pp. 30-47; Au, S.K., Beck, J.L., Subset simulation and its application to seismic risk based on dynamic analysis (2003) J Eng Mech, 129 (8), pp. 901-917; Ramanathan, K.N., (2012) Next Generation Seismic Fragility Curves for California Bridges Incorporating the Evolution in Seismic Design Philosophy, , Georgia Institute of Technology; Xie, Y., Zhang, J., Desroches, R., Padgett, J.E., Seismic fragilities of single-column highway bridges with rocking column-footing (2019) Earthq Eng Struct Dyn, 48 (7), pp. 843-864; Ibarra, L.F., Krawinkler, H., (2005) Global Collapse of Frame Structures under Seismic Excitations, pp. 29-51. , pp; Porter, K., Kennedy, R., Bachman, R., Creating fragility functions for performance-based earthquake engineering (2007) Earthq Spectra, 23 (2), pp. 471-489; Baker, J.W., Efficient analytical fragility function fitting using dynamic structural analysis (2015) Earthq Spectra, 31 (1), pp. 579-599; (2005) EN 1998-2: Eurocode 8-Design of Structures for Earthquake Resistance, 2, p. bridges; Aggiornamento delle Norme Tecniche per le Costruzioni (2018) G.U. N, 42 (20), p. 02; Mander, J.B., Priestley, M.J., Park, R., Theoretical stress-strain model for confined concrete (1988) J Struct Eng, 114 (8), pp. 1804-1826; McKeena, F., Fenves, G., Scott, M., (2015) Open System for Earthquake Engineering Simulation (Opensees), , Pacific Earthquake Engineering Research Center, Berkeley; González, F., Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation (2019) Earthq Eng Struct Dyn, 48 (3), pp. 306-327","Minnucci, L.; DICEA – Università Politecnica delle Marche, Via Brecce Bianche, Italy; email: l.minnucci@pm.univpm.it","Pellegrino C.Faleschini F.Zanini M.A.Matos J.C.Casas J.R.Strauss A.",,"Springer Science and Business Media Deutschland GmbH","1st Conference of the European Association on Quality Control of Bridges and Structures, EUROSTRUCT 2021","29 August 2021 through 1 September 2021",,269849,23662557,9783030918767,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121908169
"Van Bogaert P.","7005373273;","Service Life Extension of Early Age Steel Bridges by Reducing Dead Weight",2022,"Lecture Notes in Civil Engineering","200 LNCE",,,"856","861",,,"10.1007/978-3-030-91877-4_97","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121907520&doi=10.1007%2f978-3-030-91877-4_97&partnerID=40&md5=82194b3e5af594ed51e75cf46baea7b8","Civil Engineering Department, Ghent University, Ghent, Belgium","Van Bogaert, P., Civil Engineering Department, Ghent University, Ghent, Belgium","Steel bridges from the beginning of last century are riveted structures, the material properties corresponding to present mild steel, although the main characteristics show large dispersion. Hence, the assessment of the load carrying capacity should be based on rather low values of the yield stress. Careful analysis, supplemented by a limited number of material tests has shown that in its present state, a portal frame steel bridge in Ghent is able to resist the load of limited urban traffic, tramways and buses. However, due to the installation of a heavy concrete tramway rail slab, unity checks are no longer satisfied. It is demonstrated that for portal frames, reduction of the dead load can be a solution to increase the load carrying capacity and thus the service life of the bridge. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Early age steel; Historic bridge; Portal frame bridge; Retro-fitting of steel bridge; Service life","Loads (forces); Service life; Steel bridges; Yield stress; Dead weights; Early age; Early age steel; Frame bridges; Historic bridges; Portal frame; Portal frame bridge; Retro-fitting of steel bridge; Riveted structures; Service life extension; Load limits",,,,,,,,,,,,,,,,"van Bogaert, P., Condition and future use of early age steel ridges in a historic city (2017) Prohitech 17 Conference, 3Rd International Conference on Protection of Historic Constructions, Pp 208–219, Lisbon, p. 2017. , Mazzolani F, Lama A, Calado L, Proença M, Faggiano B; Larsson, T., Lagerqvist O (2009) Material properties of old steel bridges (2009) Jönsson J Nordic Steel Conference 2009 Malmö, Pp 120–127, Malmö; van Bogaert, P., (2016) Opinion on the current load-carrying capacity of the Caldron Bridge. In: Report to the city of Ghent, p 72 (2016) Ghent; (2004) EN 1991-2 Eurocode 1 Actions on Structures – Part 2 Traffic Loads on Bridges (+ AC 2010, , CEN, Brussels; EN 1992-1-1 Eurocode 2 Design of concrete structures – Part 1.1 General rules – Rules for buildings, bridges and civil engineering structures Updated draft. CEN Brussels (2020)","Van Bogaert, P.; Civil Engineering Department, Belgium; email: philippe.vanbogaert@ugent.be","Pellegrino C.Faleschini F.Zanini M.A.Matos J.C.Casas J.R.Strauss A.",,"Springer Science and Business Media Deutschland GmbH","1st Conference of the European Association on Quality Control of Bridges and Structures, EUROSTRUCT 2021","29 August 2021 through 1 September 2021",,269849,23662557,9783030918767,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121907520
"Micu E.A., Khan M.A., Bhowmik B., Florez M.C., Obrien E., Bowe C., Pakrashi V.","57208408248;57208597302;57201381727;55848371300;57218648462;8956207200;23978475800;","Scour Repair of Bridges Through Vibration Monitoring and Related Challenges",2022,"Lecture Notes in Civil Engineering","200 LNCE",,,"499","508",,,"10.1007/978-3-030-91877-4_57","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121907204&doi=10.1007%2f978-3-030-91877-4_57&partnerID=40&md5=074465218b380dcda1c019b48c0d4677","Dynamical Systems and Risk Laboratory, School of Mechanical and Materials Engineering, University College Dublin, Dublin, Ireland; School of Civil Engineering, University College Dublin, Dublin, Ireland; Iarnród Éireann, Dublin, Ireland; Science Foundation Ireland MaREI Centre, University College Dublin, Dublin, Ireland; UCD Centre for Mechanics, University College Dublin, Dublin, Ireland","Micu, E.A., Dynamical Systems and Risk Laboratory, School of Mechanical and Materials Engineering, University College Dublin, Dublin, Ireland, Science Foundation Ireland MaREI Centre, University College Dublin, Dublin, Ireland; Khan, M.A., School of Civil Engineering, University College Dublin, Dublin, Ireland; Bhowmik, B., Dynamical Systems and Risk Laboratory, School of Mechanical and Materials Engineering, University College Dublin, Dublin, Ireland, Science Foundation Ireland MaREI Centre, University College Dublin, Dublin, Ireland; Florez, M.C., School of Civil Engineering, University College Dublin, Dublin, Ireland; Obrien, E., School of Civil Engineering, University College Dublin, Dublin, Ireland, UCD Centre for Mechanics, University College Dublin, Dublin, Ireland; Bowe, C., Iarnród Éireann, Dublin, Ireland; Pakrashi, V., Dynamical Systems and Risk Laboratory, School of Mechanical and Materials Engineering, University College Dublin, Dublin, Ireland, Science Foundation Ireland MaREI Centre, University College Dublin, Dublin, Ireland, UCD Centre for Mechanics, University College Dublin, Dublin, Ireland","Scour in railway bridges is often an important problem, especially for old bridges. In this regard, the assessment of full-scale bridges to establish scour repair adequacy or efficiency is an important question. Typically, scour weakens the bridge structure by modifying its boundary conditions. Such changes, when significant enough, can lead to changes in modal properties and in vibrations measurements with respect to the ideal baseline. On the other hand, a repair attempts to restore the release in boundary conditions. Consequently, a repair also changes the modal properties and the dynamic responses. This indicates that significant and consistent changes of bridges before and after repair can indicate the adequacy and efficiency of scour repair. This paper addresses this idea by carrying out a full-scale test on scour repair of a train bridge in Ireland. The bridge is monitored on two abutments with several wireless accelerometers while the bridge is operational. Both ambient and train passage events are considered in terms of collection of vibration data. While it is not possible to discern the difference between repaired and scour-damaged conditions, it is observed that time domain markers may be more consistent in indicating repair efficiency as compared to its frequency domain counterpart. This full-scale demonstration is expected to act as a full-scale example for vibration-based repair monitoring and performance criteria for future detection algorithms. The approach does not require the bridge to be closed down and can be relevant for other sensors as well. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Bridge; Damage; Frequency-Domain; Instrumentation; Mahalanobis distance; Mode shape; Monitoring; Railway; Scour; Time-Domain; Train; Vibration","Boundary conditions; Efficiency; Railroad bridges; Railroads; Scour; Damage; Frequency domains; Instrumentation; Mahalanobis distances; Modal properties; Mode shapes; Time domain; Train; Vibration; Vibration monitoring; Frequency domain analysis",,,,,"European Commission, EC: EAPA\_826/2018; Science Foundation Ireland, SFI: 19/IFA/7433","Acknowledgments. E. Alexandra Micu would like to acknowledge the Science Foundation Ireland funded 19/IFA/7433 project SmartBridge: Continuous Monitoring of Bridges in Operational Condition. The other authors acknowledge the EU-funded SIRMA (Strengthening Infrastructure Risk Management in the Atlantic Area) project (Grant No. EAPA\_826/2018). Vikram Pakrashi, E. Alexandra Micu and Basuraj Bhowmik would also like to acknowledge the support of SFI MaREI centre. For the purpose of Open Access, the author has applied a CC BY public copyright licence to any Author Accepted Manuscript version arising from this submission.",,,,,,,,,,"Kirby, A., (2015) Manual on Scour at Bridges and Other Hydraulic Structures, , Ciria, London; Smith, D., Bridge failures (1976) Proc Inst Civ Eng, 60 (3), pp. 367-382; Kattell, J., (1998) Bridge Scour Evaluation: Screening, Analysis, & Countermeasures, Vol, p. 9877. , USDA Forest Service, San Dsimas Technology and Development Center; Wardhana, K., Hadipriono, F.C., Analysis of recent bridge failures in the United States (2003) J Perform Constr Facil, 17 (3), pp. 144-150; Briaud, J.-L., Probability of scour depth exceedance owing to hydrologic uncertainty (2007) Georisk, 1 (2), pp. 77-88; Imam, B.M., Chryssanthopoulos, M.K., Causes and consequences of metallic bridge failures (2012) Struct Eng Int, 22 (1), pp. 93-98; Cook, W., Bridge failure rates, consequences (2014) And Predictive Trends; Melville, B.W., Coleman, S.E., (2000) Bridge Scour, , Water Resources Publication, New York; Lagasse, P., Stream stability at highway structures: Federal highway administration hydraulic engineering circular No. 20 (1995) Publication FHWA-IP-90–014; Doebling, S.W., (1996) Damage Identification and Health Monitoring of Structural and Mechanical Systems from Changes in Their Vibration Characteristics: A Literature Review; Sohn, H., (2003) A Review of Structural Health Monitoring Literature: 1996–2001, p. 1. , Los Alamos National Laboratory, USA, p; Bao, T., Liu, Z., Vibration-based bridge scour detection: A review (2017) Struct Control Health Monitor, 24 (7); Bhowmik, B., Damping estimation of a pedestrian footbridge–an enhanced frequency-domain automated approach (2021) J Vibroeng, 23 (1), pp. 14-25; Fitzgerald, P.C., Scour damage detection and structural health monitoring of a laboratory-scaled bridge using a vibration energy harvesting device (2019) Sensors, 19 (11), p. 2572; Prendergast, L.J., Gavin, K., A review of bridge scour monitoring techniques (2014) J Rock Mech Geotech Eng, 6 (2), pp. 138-149; Foti, S., Sabia, D., Influence of foundation scour on the dynamic response of an existing bridge (2011) J Bridg Eng, 16 (2), pp. 295-304; Buckley, T., Mitigating the structural vibrations of wind turbines using tuned liquid column damper considering soil-structure interaction (2018) Renew Ener, 120, pp. 322-341; Malekjafarian, A., Experimental demonstration of a mode shape-based scour monitoring method for multi-span bridges with shallow foundations (2020) J Bridge Eng, 25 (8); Xiang, J.-W., Identification of damage locations based on operating deflection shape (2013) Nondestr Test Eval, 28 (2), pp. 166-180; Prendergast, L.J., An investigation of the changes in the natural frequency of a pile affected by scour (2013) J Sound Vib, 332 (25), pp. 6685-6702; Khan, M.A., (2021) Laboratory Investigation of a Bridge Scour Monitoring Method Using Decentralized Modal Analysis. Structural Health Monitoring; Schwarz, B., Richardson, M., Measurements required for displaying operating deflection shapes (2004) Presented IMAC XXII January, 26, p. 29; Schwarz, B.J., Richardson, M.H., Introduction to operating deflection shapes (1999) CSI Reliab. Week, 10, pp. 121-126; Brincker, R., Zhang, L., Andersen, P., Modal identification of output-only systems using frequency domain decomposition (2001) Smart Mater Struct, 10 (3), p. 441; Bhowmik, B., Robust linear and nonlinear structural damage detection using recursive canonical correlation analysis (2020) Mech Syst Sign Process, 136; Bhowmik, B., First-order eigen-perturbation techniques for real-time damage detection of vibrating systems: Theory and applications (2019) Applied Mechanics Reviews, 71 (6). , vol, no","Pakrashi, V.; Dynamical Systems and Risk Laboratory, Ireland; email: vikram.pakrashi@ucd.ie","Pellegrino C.Faleschini F.Zanini M.A.Matos J.C.Casas J.R.Strauss A.",,"Springer Science and Business Media Deutschland GmbH","1st Conference of the European Association on Quality Control of Bridges and Structures, EUROSTRUCT 2021","29 August 2021 through 1 September 2021",,269849,23662557,9783030918767,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121907204
"Giannelos C., Vintzileou E.","53866363100;7801408892;","The Rehabilitation of the Historical Bridge of Konitsa: A Documentation-Based Investigation of Structural Behaviour",2022,"Lecture Notes in Civil Engineering","209 LNCE",,,"711","726",,,"10.1007/978-3-030-90788-4_54","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121905128&doi=10.1007%2f978-3-030-90788-4_54&partnerID=40&md5=e00449a49d3e5bc22ac9a869e645973e","Laboratory of Reinforced Concrete, School of Civil Engineering, National Technical University of Athens, 5 Iroon Polytechniou, Zografou, 15773, Greece","Giannelos, C., Laboratory of Reinforced Concrete, School of Civil Engineering, National Technical University of Athens, 5 Iroon Polytechniou, Zografou, 15773, Greece; Vintzileou, E., Laboratory of Reinforced Concrete, School of Civil Engineering, National Technical University of Athens, 5 Iroon Polytechniou, Zografou, 15773, Greece","The Konitsa bridge was constructed in 1869 over the Aoos river. It is one of the most important arch bridges in the Balkan region and the larger in Greece, with a clear span of its semi-circular arch approximately equal to 37,0m. After an unsuccessful attempt of the Ottoman Army in retreat to destroy the bridge by explosives, it was repaired by the French Army the same year 1913 using unreinforced and reinforced concrete. Although the general state of the bridge is good, there is a need for interventions in various areas, including the part that was repaired in 1913. A detailed architectural and structural survey of the monument, as well as the collection of historical data allowed for significant data to be gathered and interpreted related to the in-time behaviour of the bridge. In this paper, the methodology applied with the purpose of investigating the structural behaviour of the bridge is presented. To this end, gradual application of loads and actions to the numerical model was adopted, in order to reach a numerical confirmation of the observed pathology. Furthermore, such a procedure has allowed for the assessment of the current state of the bridge, as well as for the identification of the remedial measures that are needed for its protection. On the other hand, this investigation put in evidence the major significance of exhaustive documentation, as well as the inherent uncertainties related to all steps of this numerical investigation. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Historical stone bridges; Interventions; Monuments; Structural documentation","Arches; Reinforced concrete; Balkans; Circular arches; French Army; Historical bridges; Historical stone bridge; Intervention; Monument; Stone bridges; Structural behaviors; Structural documentation; Arch bridges",,,,,,,,,,,,,,,,"Boisssonas, F., Image of Greece: Epirus – Cradle of the Greeks (1913) Editions d’Art Boissonnas, p. 1915. , p., Geneva; (2016) NTUA: The Bridge of Plaka: The Work of NTUA for Its Rehabilitation, , Athens (in Greek; Hroussaki, M., (2 Photographs 1917–1958, National Gallery and Alexandros Soutzos Museum (2002) Athens (In Greek); Kavvadas, M., (2016) On the E-Modulus of Ground Materials for Seismic Applications and Its Relation to the Corresponding “static” Values, , Personal communication; Michaelidis, G., Technical report of geodetic, topographic and photogrammetric survey on the arched bridge of Konitsa. Service of Modern Monuments and Technical Works of Epirus (2017) North Ionian and West Macedonia (In Greek); Rhomaides, A., Zeitz, F., Balkan wars 1912–1913 (1913) Photographic Album; SOFiSTiK: Version: 14.15–30, Servicepack, 2014–15, SOFiSTik AG (2014); Vintzileou, E., Palieraki, V., Giannelos, C., Oikonomopoulou, E., Rehabilitation of the Konitsa Historical Stone Bridge. Research report, work package 1 (2017) NTUA (In Greek); Vintzileou, E., Palieraki, V., Giannelos, C., Oikonomopoulou, E., Rehabilitation of the Konitsa Historical Stone Bridge. Research report, work package 2 (2018) NTUA (In Greek), , (a); Vintzileou, E., Palieraki, V., Giannelos, C., Oikonomopoulou, E., Rehabilitation of the Konitsa Historical Stone Bridge. Research report, work package 3 (2018) NTUA (In Greek), , (b); Vintzileou, E., Palieraki, V., Nikolopoulou, V., Oikonomopoulou, E., Giannelos, C., Documenting the bearing system of the Konitsa historical stone bridge (2019) 2Nd International Conference on Natural Hazards & Infrastructure, pp. 23-26. , June, Chania, Greece","Vintzileou, E.; Laboratory of Reinforced Concrete, 5 Iroon Polytechniou, Greece; email: elvintz@central.ntua.gr","Vayas I.Mazzolani F.M.",,"Springer Science and Business Media Deutschland GmbH","4th International Conference on Protection of Historical Constructions, PROHITECH 2021","25 October 2021 through 27 October 2021",,269929,23662557,9783030907877,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121905128
"Vůjtěch J., Ryjáček P., Matos J.C., Ghafoori E.","57192204019;56176683000;36848395500;35320948400;","Iron-Based Shape Memory Alloy Strengthening of a 113-Years Steel Bridge",2022,"Lecture Notes in Civil Engineering","198 LNCE",,,"2311","2321",,,"10.1007/978-3-030-88166-5_200","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121903183&doi=10.1007%2f978-3-030-88166-5_200&partnerID=40&md5=cfbfbfd9416ea100e937496cf998b28f","Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, Prague, 166 29, Czech Republic; ISISE, Department of Civil Engineering, University of Minho, Guimarães, 4800-058, Portugal; Swiss Federal Laboratories for Material Science and Technology, Überlandstrasse 129, Dübendorf, C8600, Switzerland","Vůjtěch, J., Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, Prague, 166 29, Czech Republic; Ryjáček, P., Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, Prague, 166 29, Czech Republic; Matos, J.C., ISISE, Department of Civil Engineering, University of Minho, Guimarães, 4800-058, Portugal; Ghafoori, E., Swiss Federal Laboratories for Material Science and Technology, Überlandstrasse 129, Dübendorf, C8600, Switzerland","This paper presents an application of iron-based shape memory alloy (Fe-SMA) for the strengthening of metallic girder of a historical roadway bridge in Petrov nad Desnou, Czech Republic. This is, to the best of author´s knowledge, the first application of Fe-SMA for strengthening of bridge structure worldwide, as the previous applications were mainly on building structures. The shape memory effect (SME) of Fe-SMA was used for prestressing of the steel girder. The SME is material property of deformed Fe-SMA to return to its original shape upon heating and subsequent cooling. A mechanical anchorage system was developed to apply pre-strained Fe-SMA plates to the steel girders of the 113 years old bridge, which is daily subjected to passengers and heavy vehicles. The SME in the Fe-SMA was then activated by heating to approximately 260 ℃ using heating ceramic pads. The test results showed that achieved recovery stress of the Fe-SMA strips led to a maximum compressive stress of −33 MPa in the lower flange of the steel girder. This compressive stress could significantly increase the yield and fatigue strength of the strengthened girder. Before and after the strengthening, the bridge was loaded with a 45.34-ton crane. Prior to installation of the strengthening to the bridge a static test was performed in the laboratory to examine the efficiency of the proposed strengthening method. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Historical steel bridge; Shape memory alloy; Shape memory effect; Strengthening","Compressive stress; Iron alloys; Shape memory effect; Steel bridges; Bridge structures; Building structure; Czech Republic; Historical steel bridge; Iron-based shape memory alloys; Metallics; Shape-memory effect; Steel girder; Strengthening; Subsequent cooling; Strengthening (metal)",,,,,"DG18P02OVV033; Ministerstvo Kultury","for funding research work within the framework of the Program of Applied Research and Development of National and Cultural Identity (NAKI-II) project: Methods for achieving sustainability of industrial heritage steel bridges, ID.: DG18P02OVV033.","The authors are grateful to the Ministry of Culture of the Czech Republic for funding research work within the framework of the Program of Applied Research and Development of National and Cultural Identity (NAKI-II) project: Methods for achieving sustainability of industrial heritage steel bridges, ID.: DG18P02OVV033. The authors would like to thank the contributions of re-fer AG Company in providing the materials for this study.",,,,,,,,,"Bien, J., Elfgren, L., Olofsson, J.: Sustainable bridges, assessment for future traffic demands and longer lives. Wroclaw: Dolnoslaskie Wydawnictwo Edukacyjne (2007); Dong, Z., Klotz, U.E., Leinenbach, C., Bergamini, A., Czaderski, C., Motavalli, M., A novel Fe-Mn-Si shape memory alloy with improved shape recovery properties by VC precipitation (2009) Adv. Eng. Mater., 11 (1-2), pp. 40-44; Fritsch, E., Izadi, M., Ghafoori, E., Development of nail-anchor strengthening system with iron-based shape memory alloy (Fe-SMA) strips (2019) Construction and Building Materials, 229; Ghafoori, E., (2015) Fatigue Strengthening of Metallic Members Using Un-Bonded and Bonded CFRP Laminates, , https://doi.org/10.3929/ethz-a-010453130, PhD Thesis, ETH-Zurich; Ghafoori, E., Hosseini, A., Al-Mahaidi, R., Zhao, X.-L., Motavalli, M., Prestressed CFRP-strengthening and long-term wireless monitoring of an old roadway metallic bridge (2018) Eng. Struct., 176, pp. 585-605; Ghafoori, E., Hosseini, E., Leinenbach, C., Michels, J., Motavalli, M., Fatigue behavior of a Fe-Mn-Si shape memory alloy used for prestressed strengthening (2017) Mater. Des., 133, pp. 349-362; Ghafoori, E., Motavalli, M., Innovative CFRP-prestressing system for strengthening metallic structures (2015) J. Compos. Constr., 19; Ghafoori, E., Motavalli, M., Nussbaumer, A., Herwig, A., Prinz, G.S., Fontana, M., Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates (2015) Compos. B Eng., 68, pp. 1-13; Ghafoori, E., Neuenschwander, M., Shahverdi, M., Czaderski, C., Fontana, M., Elevated temperature behavior of an iron-based shape memory alloy used for prestressed strengthening of civil structures (2019) Constr. Build. Mater., 211, pp. 437-452; Hosseini, A., Ghafoori, E., Al-Mahaidi, R., Zhao, X.-L., Motavalli, M., Strengthening of a 19th-century roadway metallic bridge using nonprestressed bonded and prestressed unbonded CFRP plates (2019) Constr. Build. Mater., 209, pp. 240-259; Hosseini, A., Ghafoori, E., Motavalli, M., Nussbaumer, A., Zhao, X.L., Al-Mahaidi, R., Flat Prestressed unbonded retrofit system for strengthening of existing metallic I-girders (2018) Compos. B, 155, pp. 156-172; Hosseini, A., Michels, J., Izadi, M., Ghafoori, E., A comparative study between Fe-SMA and CFRP reinforcements for prestressed strengthening of metallic structures (2019) Constr. Build. Mater., 226, pp. 976-992; Izadi, M., Hosseini, A., Michels, J., Motavalli, M., Ghafoori, E., Thermally activated iron-based shape memory alloy for strengthening metallic girders (2019) Thin-Walled Structures, 141, pp. 389-401; Izadi, M., Motavalli, M., Ghafoori, E., Iron-based shape memory alloy (Fe-SMA) for fatigue strengthening of cracked steel bridge connections (2019) Construction and Building Materials, 227; Izadi, M.R., Ghafoori, E., Motavalli, M., Maalek, S., Iron-based shape memory alloy for the fatigue strengthening of cracked steel plates: Effects of re-activations and loading frequencies (2018) Eng. Struct., 176, pp. 953-967; Izadi, M.R., Ghafoori, E., Shahverdi, M., Motavalli, M., Maalek, S., Development of an iron-based shape memory alloy (Fe-SMA) strengthening system for steel plates (2018) Eng. Struct., 174, pp. 433-446; Kianmofrad, F., Ghafoori, E., Elyasi, M.M., Motavalli, M., Rahimian, M., Strengthening of metallic beams with different types of pre-stressed un-bonded retrofit systems (2017) Compos. Struct., 159, pp. 81-95; Ryjáček, P., Macho, M., Stančík, V., Polák, M., Deterioration and assessment of steel bridges, Maintenance, Monitoring, Safety (2016) Risk and Resilience of Bridges and Bridge Networks, p. 347; Sato, A., Chishima, E., Soma, K., Mori, T., Shape memory effect in γ-↔ ε transformation in Fe-30Mn-1Si alloy single crystals (1982) Acta. Metall., 30 (6), pp. 1177-1183; Sato, A., Chishima, E., Yamaji, Y., Mori, T., Orientation and composition dependencies of shape memory effect in Fe-Mn-Si alloys (1984) Acta. Metall., 32 (4), pp. 539-547; Vůjtěch, J., Ryjáček, P., Vovesný, M., The numerical analysis of deteriorated steel elements reinforced with CFRP (2017) Advances and Trends in Engineering Sciences and Technologies II, pp. 303-308; Leinenbach, C., Lee, W.J., Lis, A., Arabi-Hasemi, A., Cayron, C., Weber, B., Creep and stress relaxation of a FeMnSi-based shape memory alloy at low temperatures (2016) Mater. Sci. Eng., 677, pp. 106-115","Vůjtěch, J.; Faculty of Civil Engineering, Thákurova 7, Czech Republic; email: jakub.vujtech@fsv.cvut.cz","Ilki A.Ispir M.Inci P.",,"Springer Science and Business Media Deutschland GmbH","10th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2021","8 December 2021 through 10 December 2021",,269399,23662557,9783030881658,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121903183
"Krstevska L.S.","24401503100;","Estimation of Seismic Behaviour of Historic Masonry Structures by Shake Table Testing",2022,"Lecture Notes in Civil Engineering","209 LNCE",,,"556","575",,,"10.1007/978-3-030-90788-4_44","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121901215&doi=10.1007%2f978-3-030-90788-4_44&partnerID=40&md5=cb17755def11eb93737dcaca4bc85fa4","Dynamic Testing Laboratory (DYNLAB), Institute of Earthquake Engineering and Engineering Seismology-IZIIS, University Ss. Cyril and Methodius, Todor Aleksandrov 165, Skopje, 1000, North Macedonia","Krstevska, L.S., Dynamic Testing Laboratory (DYNLAB), Institute of Earthquake Engineering and Engineering Seismology-IZIIS, University Ss. Cyril and Methodius, Todor Aleksandrov 165, Skopje, 1000, North Macedonia","Evaluation of seismic stability and behavior of structures involves several important aspects and activities that should be considered. Among these is testing of scaled models on a shaking table. Within several complex international projects related to the problem of seismic stability of historic masonry structures, a number of tests were performed on the 5DOF shake table in the Dynamic Testing Laboratory of the Institute of Earthquake Engineering and Engineering Seismology in Skopje. Most of these tests were aimed at experimental verification of new proposed methodologies for repair and seismic strengthening by testing models of representative existing prototype structures for specific types of monuments. Some models were tested mainly for the purpose of assessing the vulnerability of a particular monument or to estimate the intensity of a past earthquake as a reason for existing damage. The applied testing procedure, the obtained experimental results and the main conclusions on selected and characteristic historic masonry structure models tested in the past, as well as recently tested models of the stone masonry arch bridge – the Old Bridge in Mostar and the ancient dry masonry Protiron structure in Split will be presented. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Failure mechanism; Historic structure; Monument; Seismic behavior; Shake table","Arch bridges; Arches; Earthquake engineering; Failure (mechanical); Laboratories; Masonry bridges; Masonry materials; Well testing; Failure mechanism; Historic masonry; Historic structures; Masonry structures; Monument; Scaled modeling; Seismic behaviour; Seismic stability; Shake table; Shake table testing; Seismic response",,,,,"Hrvatska Zaklada za Znanost, HRZZ: IP-2014-09-2319","The experimental study focusing on the response of the Protiron model, an ancient dry-stone masonry structure located in Split, Croatia, to seismic excitation was aimed at providing experimental data for verification and calibration of the 3D numerical model and investigating the seismic resistance of this dry-stone ancient monument strengthened with clamps and dowels, which is representative for that period (Nikolic et al. 2019a,2019b). The research work was fully supported by the Croatian Science Foundation under the project “Development of Numerical Models for Reinforced-Concrete and Stone Masonry Structures under Seismic Loading Based on Discrete Cracks” (IP-2014-09-2319).",,,,,,,,,,"Carydis, P.G., Experimental and numerical investigations of earthquake response of classical monuments (1996) 11WCEE, Acapulco, Paper 1388; de Canio, G., Muscolino, G., Palmeri, A., Poggi, M., Clemente, P., Shaking table tests validating two strengthening interventions on masonry buildings (2008) Seismic Engineering Conference, MERCEA08, Reggio Calabria; Feilden, B.M., (1982) Conservation of Historic Buildings, , Butterworth Scientific, London; Gavrilovic, P., Sendova, V., Tashkov, L., Krstevska, L., Ginell, W., Tolles, L., Shaking Table Tests of Adobe Structures (1996) Report IZIIS, pp. 96-36; Krstevska, L., Mihailov, V., Bosci, E., Rovelli, A., Experimental dynamic testing of prototype and model of the Marcus Aurelius column in Rome (1996) 11Th World Conference of Earthquake Engineering (11 WCEE). June 1996, Acapulco, Mexico, Paper No. 546; Krstevska, L., Tashkov, Lj.: Testing methodology and practical applications for evaluating the seismic behaviour of historical monuments (1998) Monument-98, Workshop on Seismic Perform of Monuments, November 12–14, 1998, Lisbon, Portugal, Pp. 187–195; Krstevska, L., Tashkov, Lj., Arun, G., Akoz, F.: Evaluation of seismic behaviour of historical monuments (2007) SHH07 Studies on Historical Heritage-International Simposium, Antalya, Turkey, September 17–21, 2007, Pp. 411–418; Krstevska, L., Taskov, Lj.: Verification of effectiveness of seismic protection and retrofit techniques by experimental testing (2008) Malta Symposium-Cost Action C26 Urban Habitat Construction under Catastrophic Events, Malta, 2008, Pp. 223–228; Krstevska, L., Tashkov, L., Gramatikov, K., Landolfo, R., Mammana, O., Portioli, F., Mazzolani, F., Large-scale experimental investigation on mustafa pasha mosque (2010) J. Earthquake Eng., 14 (6), pp. 842-873. , https://doi.org/10.1080/13632460903338528; Krstevska, l., Tashkov, Lj., Gocevski, V., Garevski, M.: Experimental and analytical investigation of seismic stability of masonry walls at Beauharnois powerhouse. In: Bulletin of Earthquake Engineering, Springer, Netherlands, Vol. 8, Issue 2, p 421 (2010). https://doi.org/10.1007/s10 518-009-9142-5; Krstevska, L., Taskov, Lj., Garevski, M., Gocevski, V.: Experimental investigation of seismic stability of power plants in Canada (2010) 9Th US National and 10Th Canadian Conference on Earthquake Engineering: Reaching beyond Borders, Toronto, July 25–29, 2010. Paper ID 1285; Kustura, M., Krstevska, L., Ćubela, D., Experimental testing of scaled model and arch segment of the old bridge in mostar (2018) E-Proceedings No. 16, December, p. 2018. , Faculty of Civil Engineering, University of Mostar, Mostar; Kustura, M., (2018) Investigation of Seismic Behaviour of Stone Arch Bridges including the Effect of Connecting Elements. Doctoral Disertation, , IZIIS, Skopje; Mazzolani, FM., Krstevska, L., Tashkov, Lj., Gramatikov, K., Landolfo, R.: Shaking table testing of Mustafa Pasha Mosque model. FP6-PROHITECH Final Report, IZIIS, Skopje (2007); Modena, C., Mendola, L., Terrusi, A., (1992) Shaking Table Study of a Reinforced Masonry Building Model. In: 10WCEE, 6, pp. 3523-3526. , vol., Madrid, pp; Nikolić, Ž., Krstevska, L., Marović, P., Smoljanović, H., Experimental investigation of seismic behaviour of the ancient Protiron monument model (2019) Earthq. Eng. Struct. Dyn., 2019, pp. 1-21. , https://doi.org/10.1002/eqe.3149; Nikolic, Ž., Krstevska, L., Smoljanovic, H., Zivaljic, N.: Modelling of the influence of metal connectors on the resistance of historical dry-stone masonry structures. Int. J. Arch. Herit. 14(10), 1468–1483 (2019). Taylor & Francis. https://doi.org/10.1080/15583058.2019.1613455; Oliveira, C.S., Costa, A., Reflections on the rehabilitation and the retrofit of historical constructions (2010) Earthquake Engineering in Europe, pp. 199-221. , https://doi.org/10.1007/978-90-481-9544-2_9, Garevski, M., Ansal, A. (eds.), pp., Springer Netherlands, Dordrecht; Shendova, V., Rakicevic, Z.T., Krstevska, L., Tashkov, L., Gavrilovic, P., (2012) Shaking Table Testing of Models of Historic Buildings and Monuments – IZIIS’ Experience, pp. 221-245. , https://doi.org/10.1007/978-94-007-1977-4_12, In: Fardis, M.N., Rakicevic, Z.T. (eds.) Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering, pp., Springer Netherlands, Dordrecht; Shendova, V., Rakicevic, Z., Garevski, M., Apostolska, R., Bozinovski, Z., Implementation of experimentally developed methodology for seismic strengthening and repair of historic monuments (2014) Seismic Evaluation and Rehabilitation of Structures. Geotech. Geol. Earthquake Eng., 26, pp. 115-154. , https://doi.org/10.1007/978-3-319-00458-7_8; Tashkov, L., Shaking table test of 1/6 scale model of the column of Marcus Aurelius in Rome (1995) SECED Conference-European Seismic Design and Practice, October, p. 1995. , Chester, UK; Shake table test of a model of Fossanova Church in reduced scale (2009) Protection of Historical Buildings, Conference Prohitech 09, Rome, Italy, 2009, Taylor & Francis Group, London, ISBN978-0–415–55803-7, Vol 2, 1683–1690; Tashkov, Lj., Krstevska, L., Gramatikov, K., Mazzolani, F.: Shake-table test of model of st. nicholas church in reduced scale 1/3.5. In: Protection of Historical Buildings, Conference Prohitech 09, Rome, Italy, 2009, Taylor & Francis Group, London, ISBN978-0-415–55803-7, Vol 2, pp 1691–1697 (2009); Application of two base isolated techniques for seismic protection of byzantine churches-shake table test studies (2010) Proceedings of the 14Th European Conference on Earthquake Engineering, 28 August-3 September, p. 2010. , Ohrid, Macedonia; Seismic shake-table testing of base-isolated structures-IZIIS experience (2014) 2ECEES & 15ECEE, 24–28 August 2014, Istanbul Turkey, Paper ID 2297; Tolles, L., Kimbro, E., Webster, F., Ginell, W., Seismic stabilization of historic adobe structures (2000) Final Report of the Getty Seismic Adobe Project, , Los Angeles; Application of two base isolation systems for seismic protection of historical structures – shake table test studies (2014) Workshop on Seismic Risk of Historical Structures, November 3–5 2014, Istanbul, Turkey, 107–112; Tassios, T.P., Seismic engineering of monuments, earthquake engineering in Europe (2010) 14ECEE, Skopje; Tolles, L., Kimbro, E., Webster, F., Ginell, W., (2000) Seismic Stabilization of Historic Adobe Structures. Final Report of the Getty Seismic Adobe Project, , Los Angeles","Krstevska, L.S.; Dynamic Testing Laboratory (DYNLAB), Todor Aleksandrov 165, North Macedonia; email: lidija@iziis.ukim.edu.mk","Vayas I.Mazzolani F.M.",,"Springer Science and Business Media Deutschland GmbH","4th International Conference on Protection of Historical Constructions, PROHITECH 2021","25 October 2021 through 27 October 2021",,269929,23662557,9783030907877,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85121901215
"Abadi T., Le Pen L.","57190751337;36992157200;","Asphalt/Ballast Trackbeds for Improved Clearance Beneath Historical Bridges for Electrification Works",2022,"Lecture Notes in Civil Engineering","165",,,"63","75",,,"10.1007/978-3-030-77234-5_6","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85113250133&doi=10.1007%2f978-3-030-77234-5_6&partnerID=40&md5=b1e570c1e51fed51f2d69e9eec8864df","Infrastructure Research Group, University of Southampton, Boldrewood Innovation Campus, Southampton, Hampshire, SO16 7QF, United Kingdom","Abadi, T., Infrastructure Research Group, University of Southampton, Boldrewood Innovation Campus, Southampton, Hampshire, SO16 7QF, United Kingdom; Le Pen, L., Infrastructure Research Group, University of Southampton, Boldrewood Innovation Campus, Southampton, Hampshire, SO16 7QF, United Kingdom","Electrification of existing railway lines offers the potential to operate more sustainably with zero carbon emissions at the point of use by eliminating the need for diesel multiple units, diesel locomotives and/or dual electric/diesel vehicles. However, many existing lines are not suitable for placing overhead electrical lines continuously along the route because of low clearance beneath historical overbridges. These can be replaced, but unless the bridge is already life expired this is not usually economically viable. An alternative approach is to lower the track under the structure. However, this may have structural implications. To mitigate these, the engineered trackbed thickness could be reduced so that less material is dug out during the lowering works. This research investigates the potential for reducing the trackbed thickness by using an asphalt layer with an overlying low thickness ballast layer. A series of tests were carried out using the Southampton Railway Testing Facility (SRTF), a laboratory representation of a single sleeper bay of track. Different thicknesses of ballast and asphalt with varied ballast gradations were placed into the apparatus for evaluation. Tests were carried out by applying a cyclic load representing a 20-tonne axle load at 4 Hz for up to 3 million cycles (60 million cumulative tonnes). It was found possible to reduce the trackbed thickness; however, there remained minimum required thicknesses for both the asphalt and ballast layers needed to prevent stress localization, which manifested as damage to the asphalt surface and non-even resilient response along the sleeper length with cycles. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.","Asphalt trackbed; Ballast gradation; Bridge gauge; Electrification","Ballast (railroad track); Diesel engines; Electric lines; Electric locomotives; Electric railroads; Electric utilities; Railroads; Asphalt layer; Asphalt surfaces; Diesel multiple units; Economically viable; Existing railway lines; Historical bridges; Stress localization; Testing facility; Asphalt",,,,,"Engineering and Physical Sciences Research Council, EPSRC: EP/M025276/1; University of Southampton","Acknowledgements The work described in this paper was funded by the Rail Safety and Standards Board (RSSB) and Network Rail (NR) and implemented jointly by NR AECOM and University of Southampton (UoS). Particular thanks go to Tom Tivey (NR). The work was also supported by the UK Engineering and Physical Sciences Research Council (EPSRC) as part of the Track to the Future (T2F) project (Grant No. EP/M025276/1).",,,,,,,,,,"Govan, C., Brough, M., Hasnayn, M., Shallow-depth asphalt trackform development (2018) Permanent Way Inst J, 136 (2), pp. 36-40; Rose, J.G., Jr, L.H.M., (2008) (2008) Long-Term Assessment of Asphalt Trackbed Component materials’ Properties and Performance. In, , AREMA annual conference, Salt Lake City; Rose, J.G., Souleyrette, R.R., Asphalt railway trackbeds: Recent designs, applications and performances (2015), AREMA annual conference, Minneapolis; Esmaeili, M., Amiri, S., Jadidi, K., An investigation into the use of asphalt layers to control stress and strain levels in railway track foundations (2012) Proc Inst Mech Eng Part F J Rail Rapid Transit, 228 (2), pp. 182-193; Cardona, D.R., Benedetto, H.D., Sauzeat, C., Calon, N., Saussine, G., Use of a bituminous mixture layer in high-speed line trackbeds (2016) J Constr Build Mater, 125, pp. 398-407; Khairallah, D., Blanc, J., Cottineau, L.M., Hornych, P., Piau, J.-M., Pouget, S., Hosseingholian, M., Savin, F., Monitoring of railway structures of the high speed line BPL with bituminous and granular sublayers (2019) J Constr Build Mater, 211, pp. 337-348; Khairallah, D., Blanc, J., Cottineau, L.M., Hornych, P., Piau, J.-M., Pouget, S., Hosseingholian, M., Ducreau, A., Voigner P (2018) Monitoring of railway structures HSL BPL with bituminous layer (2018) Proceedings of Seventh Transport Research Arena TRA 2018, a Digital Era for Transport Solution for Society, Economy and Environment, Vienna, 16–19, , Apr; Momoya, Y., Sekine E (2005) Performance-based design method for railway asphalt concrete reinforced roadbed (2005) Seventh International Conference on the Bearing Capacity of Roads, Railways and Air-Fields, Trondheim, 25–27, , June; Rose, J.G., Hensley, M.J., Performance of hot-mix-asphalt railway trackbeds (1991) Transp Res Rec, 1300, pp. 35-44; Rose, J.G., Brown, E.R., Osborne, M.L., Asphalt trackbed technology development: The first 20 years (2000) Transp Res Rec J Transp Res Board, 1713 (1), pp. 1-9; Abadi, T.C., Le Pen, L.M., Zervos, A., Powrie, W., Effect of sleeper interventions on railway track performance (2019) J Geotech Geoenviron Eng, 154; Abadi, T.C., Le Pen, L.M., Zervos, A., Powrie, W., Improving the performance of railway tracks through ballast interventions (2018) Proc Inst Mech Eng Part F J Rail Rapid Transit, 232 (2), pp. 337-355. , https://doi.org/10.1177/0954409716671545; Abadi, T.C., Effect of sleeper and ballast interventions on rail track performance. Thesis of doctor of philosophy, PhD thesis, Thesis of doctor of philosophy (2015) Faculty of Engineering and the Environment, , University of Southampton, Southampton; Getzner (2018) https://www.getzner.com/en/downloads?downloadTags=Data%20Shee t,en,Sylomer. Accessed 15 Oct 2019; Cloburn Quarry Company Ltd. (2019) Engineering rock. www.cloburn.co.uk. Accessed 22 Oct 2019; ISO: ISO 1827:2016 (2016) In rubber, vulcanized or thermoplastic—determination of shear modulus and adhesion to rigid plates—quadruple-shear methods. International Organization for Standardization, Vernier, Geneva; Automotive Ltd, A.J.P., (2011) Pressure Measurement Film Prescale; Fuji Film (2013) Fuji film prescale pressure measurement film. Available: http://www.fujifilm. com/products/prescale/prescalefilm/; Abadi, T.C., Le Pen, L.M., Zervos, A., Powrie, W., Measuring the area and number of ballast particle contacts at sleeper-ballast and ballast-subgrade interfaces (2015) Int J Railw Technol (IJRT), 4 (2), pp. 45-72; Zakeri, J.A., Sadeghi, J., Field investigation on load distribution and deflections of railway track sleepers (2007) J Mech Sci Technol, 21 (12), pp. 1948-1956","Le Pen, L.; Infrastructure Research Group, United Kingdom; email: louis.lepen@soton.ac.uk","Tutumluer E.Nazarian S.Al-Qadi I.Qamhia I.I.A.",,"Springer Science and Business Media Deutschland GmbH","4th International Conference on Transportation Geotechnics, ICTG 2021","23 May 2021 through 26 May 2021",,263409,23662557,9783030772338,,,"English","Lect. Notes Civ. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85113250133
"Hill A.T., Williamson E.","23094156100;7102755452;","A finite element analysis engineering solution to short riveted connections under dynamic loadings",2021,"International Journal of Protective Structures","12","4",,"636","664",,,"10.1177/2041419621990676","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85100453694&doi=10.1177%2f2041419621990676&partnerID=40&md5=0e697e8c0a1b37f903fc32e56fcab6f6","The United States Military Academy, West Point, NY, United States; The University of Texas at Austin, Austin, TX, United States","Hill, A.T., The United States Military Academy, West Point, NY, United States; Williamson, E., The University of Texas at Austin, Austin, TX, United States","The research presented in this manuscript focuses on the development of an LS-DYNA finite element model to predict the dynamic shear strength of short riveted lap-spliced specimens. Using data collected from experimental testing at the U.S. Army Engineer Research and Development Center (ERDC), a finite element model was developed to replicate the behavior of A502 Grade short riveted connections under quasi-static loading. Subsequent analyses used published Cowper-Symonds constitutive model coefficients to replicate the behavior of these connections under dynamic loading. Computed results were then compared with available test data from ERDC. Given the challenges involved in creating physical models with riveted connections and the abundance of historical bridges constructed with rivets, the developed finite element analysis engineering solution can serve as a critical tool for researchers interested in predicting the response of short riveted connections to dynamic loading and those interested in developing strategies to mitigate against this loading. © The Author(s) 2021.","Cowper-Symonds; dynamic increase factor; dynamic loading; quasi-static loading; Rivets; shear strength","Bridges; Dynamic loads; Rivets; Developing strategy; Dynamic loadings; Dynamic shear strength; Engineering solutions; Experimental testing; Historical bridges; Quasi-static loading; Riveted connections; Finite element method",,,,,"Engineer Research and Development Center, ERDC; U.S. Army Corps of Engineers, USACE; University of Texas at Austin, UT","This research project was supported by the U.S. Army Corps of Engineers (USACE) Engineer Research and Development Center (ERDC). Special thanks to Chris Rabalais for his willingness to share experimental test data which was critical to the LS-DYNA modeling. This paper is a portion of a dissertation published by the primary author for partial fulfillment of a Doctor of Philosophy degree from the University of Texas at Austin. Dr. Eric Williamson was the PhD committee chairman. The author(s) received no financial support for the research, authorship, and/or publication of this article.",,,,,,,,,,"Abramowicz, W., Jones, N., Dynamic progressive buckling of circular and square tubes (1986) International Journal of Impact Engineering, 4 (4), pp. 243-270; Allison, P., (2015) E-mail, , accessed 26 May 2015, Fractured Samples; (2013) Computer software, , Version G.55.0.1; Belytschko, T., Bindeman, L., Assumed strain stabilization of the eight node hexahedral element (1993) Computer Methods in Applied Mechanics and Engineering, 105 (2), pp. 225-260; Bendigo, R., Hansen, R., Rumpf, J., Long bolted joints (1963) Journal of the Structural Division, , ASCE 89 (ST6; Collette, Q., Wouters, I., D’Aniello, M., Impact of the hot-driving process on the strength and ductility of steel rivets. In: (2016) Proceedings of Structural Analysis of Historical Constructions - SAHC 2016, , Leuven, Belgium; Cowper, G., Symonds, P., (1957) Strain-hardening and strain-rate effects in the impact loading of cantilever beams, , Brown University: Division of Alied Mathematics, Report no. 28; Crane, C., Rabalais, C., Chiarito, V., Blast loading of steel bridge towers constructed with new and vintage materials (2015) Report, , Vicksburg, U.S. Army Research and Development Center; Erhart, T., (2011) Review of solid element formulations in LS-DYNA, , http://www.dynamore.de/de/download/papers/forum11/entwicklerforum-2011/erhart.pdf, accessed 5 October 2013; (2003) The blue ribbon panel on bridge and tunnel security: Recommendations for Bridge and Tunnel Security, , http://www.fhwa.dot.gov/bridge/security/brp.pdf, accessed 10 September 2013; Forsberg, J., (2013) Short introduction to LS-DYNA and LS-PrePost, , http://www.solidmechanics.iei.liu.se/Examiners/Courses/Master_Level/TMHL19/intro_lsdyna_lsprepost.pdf, accessed 5 November 2014; Hallquist, J., (2006) LS-DYNA Theory Manual, , Livermore, Livermore Software Technology Corporation; Higgins, T.R., Ruble, E.J., Structural uses of high-strength bolts (1955) Transactions, 120. , 1389–398; Jama, H., Nurick, G., Bambach, M., Steel square hollow sections subjected to transverse blast loads (2012) Thin-Walled Structures, 53, pp. 109-122; Jenkins, B., (2016) Long-Term Trends in Attacks on Public Surface Transportation in Europe and North America, , San Jose, California: Mineta Transportation Institute; Johnson, G., Cook, W., Fracture characteristics of three metals subjected to various strains, strain rates, temperatures and pressures (1985) Engineering Fracture Mechanics, 21 (1), pp. 31-48; Kaplan, S., (1959) Double Shear Tests of High Strength Bolts, , Fritz Laboratory Reports; Kulak, G.L., Fisher, J.W., Struik, J.H., (1987) Guide to Design Criteria for Bolted and Riveted Joints, , 2nd edn., Chicago, IL, American Institute of Steel Construction; Lindeburg, M.R., (2003) Civil Engineering Reference Manual for the PE Exam, , Belmont, CA, Professional Publications; (2013) Computer software, , Version Smp S R7.0.0; (2014) Computer software, , Version 4.1; (2012), http://ftp.lstc.com/anonymous/outgoing/jday/hourglass.pdf, accessed 10 December 2014; Lobo, H., (2007) Methodology for Selection of Material Models for Plastics Impact Simulation, , http://www.datapointlabs.com/testpaks/LS-Dyna07/LS-Dyna07_paper.htm, accessed 20 March 2016; (2014) Contact Modeling in LS-DYNA, , http://www.dynasupport.com/tutorial/ls-dyna-users-guide/contact-modeling-in-ls-dyna, accessed 3 October 2014; Marais, S.T., Tait, R.B., Cloete, T.J., Material testing at high strain rate using the split Hopkinson pressure bar (2004) Latin American Journal of Solids and Structures, 1, pp. 319-339; Melosh, R.J., Identifying the characteristics of finite element analysis convergence curves (1993) Finite Elements for Analysis and Design, 13 (2-3), pp. 105-113; Mulcahy, M., Mackinac bridge workers recall the highs and the lows.. and tell tall tales (2007) The Building Tradesman Newspaper, , 26 October 2007; Munse, W.E., Cox, E.L., (1956) The static strength of rivets subjected to combined tension and shear, , Engineering Experiment Station, University of Illinois, Bulletin No. 437; (2018) Global Terrorism Database [Data file], , https://www.start.umd.edu/gtd, accessed 3 December 2018; Paik, J.K., Chung, J.Y., A basic study on static and dynamic crushing behavior of a stiffened tube (1999) KSAE Transactions, 7 (1), pp. 219-238; Rabalais, C.P., (2015) Analysis of bolt and rivet structural fasteners subjected to dynamic and quasi-static shear loadings, , Texas A&M University, College Station, TX, MS Thesis; Steinman, D.B., Nevill, J.T., (1957) Miracle Bridge at Mackinac, , Grand Rapids, Eerdmans; Walker, R.E., Ray, J.C., Walker, L.A., (2011) Validation of Numerical Modeling and Analysis of Steel Bridge Towers Subjected to Blast Loadings: Series 1 Report, , (, a), ERDC/GSL Technical Report 11-11; Walker, R.E., Ray, J.C., Walker, L.A., (2011) Validation of Numerical Modeling and Analysis of Steel Bridge Towers Subjected to Blast Loadings: Series 2 Report, , (, b), ERDC/GSL Technical Report 11-11; Walker, R.E., Ray, J.C., Walker, L.A., (2011) Validation of Numerical Modeling and Analysis of Steel Bridge Towers Subjected to Blast Loadings: Series 3 Report, , (, c), ERDC/GSL Technical Report 11-11; Walker, R.E., Ray, J.C., Walker, L.A., (2011) Validation of Numerical Modeling and Analysis of Steel Bridge Towers Subjected to Blast Loadings: Series 4 Report, , (, d), ERDC/GSL Technical Report 11-11; Wallaert, J.J., Fisher, J.W., (1962) Shear Strength of High-Strength Bolts, , Fritz Laboratory Reports 1822; Wilson, W.M., Oliver, W.A., (1930) Tension Tests of Rivets, , University of Illinois Engineering Experiment Station, Bulletin No. 210; Wilson, W.M., Thomas, F.P., (1938) Fatigue Tests on Riveted Joints, , University of Illinois Engineering Experiment Station, Bulletin No. 302; Young, C.R., Dunbar, W.B., (1928) Permissible Stresses on Rivets in Tension, , University of Toronto Faculty of Alied Science and Engineering, Bulletin No. 8","Hill, A.T.; The United States Military AcademyUnited States; email: aaron.hill@westpoint.edu",,,"SAGE Publications Inc.",,,,,20414196,,,,"English","Int J. Prot. Struct.",Review,"Final","",Scopus,2-s2.0-85100453694
"Pramesti N.P., Priyosulistyo H., Aminullah A., Koesmargono A.","57300160000;56527272200;55504164200;57299975700;","The bridge maintenance factors model: A pls-sem approach",2021,"Civil Engineering and Architecture","9","6",,"2027","2038",,,"10.13189/cea.2021.090631","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85117349378&doi=10.13189%2fcea.2021.090631&partnerID=40&md5=e9b2176928230862dce0fc2a53bd2ff1","Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia; Department of Civil Engineering, Faculty of Engineering, Universitas Atma Jaya, Yogyakarta, Indonesia","Pramesti, N.P., Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia, Department of Civil Engineering, Faculty of Engineering, Universitas Atma Jaya, Yogyakarta, Indonesia; Priyosulistyo, H., Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia; Aminullah, A., Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia; Koesmargono, A., Department of Civil Engineering, Faculty of Engineering, Universitas Atma Jaya, Yogyakarta, Indonesia","Bridge maintenance is essential to maintain the function of the bridge in serving transportation. Decision-makers face many challenges in keeping old bridges with excellent and continuous care while the available budget is limited for maintenance planning. Setting up a priority for handling rehabilitation and maintaining a bridge must pay attention to appropriate criteria that directly influence the treatment priority scale system. Then the requirements related to prioritizing maintenance are investigated, and a model is developed to examine the effect and relationship of these criteria in bridge and the priority determination of bridge maintenance. Factors are determined based on existing regulations, previous research literature studies, and stakeholders’ interviews regarding bridge rehabilitation and care. The data collected from the questionnaire survey were analyzed with the partial least squares approach of the structural equation modeling technique (PLS-SEM). This model adapts 13 sub-criteria from three priority maintenance criteria: technical (structural), technical (functional), and non-technical. The PLS-SEM model’s result confirms that if non-technical and technical-functional influence is strong, the technical-structural will become more substantial and increase the priority support for bridge maintenance. In the context of bridge maintenance, this study’s results enrich knowledge about the factors in the decision-making model and the relationship between technical and non-technical aspects. © 2021 by authors, all rights reserved.","Bridge; Decision; Factors; Maintenance; PLS-SEM; Priority",,,,,,,"The authors show gratitude to the Directorate General of Highways in West Java, Banten, Central Java, East Java, and several provinces outside Java Island and the Doctoral Program of Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia.",,,,,,,,,,"Uda, S. A. K. A., Wibowo, M. A., Hatmoko, J. U. D., Optimization of embodied energy in bridge construction (2020) Civil Engineering and Architecture, 8 (6), pp. 1167-1177; Wijaya, L., Latief, Y., Machfudiyanto, R. A., Development of preventive maintenance guidelines for architectural components on government building based on work breakdown structure (2020) Civil Engineering and Architecture, 8 (3), pp. 312-319; Antony, O., Diputro, S., Haryono, Priority Scaling Modeling Bridge Maintenance On The Pantura Road Of East Java (In Bahasa) (2009) Proceeding Semin. Nas. Manaj. Teknol. X, pp. 1-6; Rakhmatika, R., Setiadji, B. H., Riyanto, B., Determination of Priority Sequence for Handling Maintenance of National Road Bridges on Bangka Island, Bangka Belitung Islands Province (In Bahasa) (2017) Media Komun. Tek. Sipil, 23 (1), p. 38; Rashidi, M., Lemass, B., Gibson, P., A decision support system for concrete bridge maintenance (2010) AIP Conf. Proc, 1233, pp. 1372-1377. , PART 1; Rashidi, M., Samali, B., Sharafi, P., A new model for bridge management: Part B: decision support system for remediation planning (2016) Aust. J. Civ. Eng, 14 (1), pp. 46-53; Mohamed Mansour, D. M., Moustafa, I. M., Khalil, A. H., Mahdi, H. A., An assessment model for identifying maintenance priorities strategy for bridges (2019) Ain Shams Eng. J, 10 (4), pp. 695-704; Marwoto, S., Decision Support System Modeling For Concrete Bridge Maintenance (In Bahasa) (2014) J. Tek. Sipil, II (1); Sudradjat, H., Djakfar, L., Zaika, Y., (2015) East Java Province Road Network (UPT Surabaya Area: Surabaya City, Sidoarjo Regency and Gresik Regency) (In Bahasa), 9 (3), pp. 219-228; Munthe, S. P., Kartika, A. A. G., Rahardjo, B., Determination of Priority for National Road Maintenance in Manokwari Regency (In Bahasa) (2011) Proceeding Semin. Nas. Manaj. Teknol, XIV, pp. 1-9; Buitrago, R. E., Barbosa-Camargo, M. I., Cala-Vitery, F., Emerging Economies’ Institutional Quality and International Competitiveness: A PLS-SEM Approach (2021) Mathematics, pp. 1-19. , R., and, Forthcomin; Yang, M., Al Mamun, A., Mohiuddin, M., Ali Al-Shami, S. S., Zainol, N. R., Predicting stock market investment intention and behavior among malaysian working adults using partial least squares structural equation modeling (2021) Mathematics, 9 (8); Lee, L., Petter, S., Fayard, D., Robinson, S., On the use of partial least squares path modeling in accounting research (2011) Int. J. Account. Inf. Syst, 12 (4), pp. 305-328; Hair, J. F., Sarstedt, M., Pieper, T. M., Ringle, C. M., The Use of Partial Least Squares Structural Equation Modeling in Strategic Management Research: A Review of Past Practices and Recommendations for Future Applications (2012) Long Range Plann, 45 (5–6), pp. 320-340; Hair, J. F., Executing and interpreting applications of PLS-SEM: Updates for family business researchers (2020) J. Fam. Bus. Strateg, , November; Peng, D. X., Lai, F., Using partial least squares in operations management research: A practical guideline and summary of past research (2012) J. Oper. Manag, 30 (6), pp. 467-480; Kaufmann, L., Gaeckler, J., A structured review of partial least squares in supply chain management research (2015) J. Purch. Supply Manag, 21 (4), pp. 259-272; (1993) Directorate General of Highway and A. of B. Australian International Development, IBMS PLAN AND PROGRAM GUIDELINES (In Bahasa), , M. of P. W. Jakarta: Ministry of Public Works, Republic Indonesia; Rashidi, M., Decision support system for remediation of concrete bridges (2013) Univ. Wollongong Res. Online-Univ. Wollongong Thesis Collect, pp. 1954-2016; Liu, C., Hammad, A., Itoh, Y., Multiobjective optimization of bridge deck rehabilitation using a genetic algorithm (1997) Comput. Civ. Infrastruct. Eng, 12 (6), pp. 431-443; Nielsen, D., (2017) Decision support system for railway bridge maintenance management, , February; Rashidi, M., Lemass, B., A Decision Support Methodology for Remediation Planning of Concrete Bridges (2011) J. Constr. Eng. Proj. Manag, 1 (2), pp. 1-10; Law, R., Government Regulation of the Republic of Indonesia no. 22 year 2009 about Traffic and Road Transportation (In Bahasa) (2009), pp. 1-203. , Ministry of Transportation, Jakarta; Mahdi, I. M., Alreshaid, K., Decision support system for selecting the proper project delivery method using analytical hierarchy process (AHP) (2005) Int. J. Proj. Manag, 23 (7), pp. 564-572; Branco, F., De Brito, J., (2004) Handbook of Concrete Management, , Danvers: ASCE Press; (2004) Technical basis of austroads pavement design guide, , Austroads; Cholil, S. R., Pinem, A. P. R., Vydia, V., Implementation of the Simple Multi Attribute Rating Technique method for prioritizing post-disaster rehabilitation and reconstruction (In Bahasa) (2018) Regist. Sci. J. Inf. Syst. Technol, 4 (1), p. 1; Rashidi, M., Gibson, P., Ho, T. K., A New Approach to Bridge Infrastructure Management (2013) Int. Symp. Next Gener. Infrastruct, , Oct. 1-4, Wollongong, Aust., 2014; Rashidi, M., Lemass, B., A Decision Support Methodology for Remediation Planning of Concrete Bridges (2012) J. Constr. Eng. Proj. Manag, 1 (2), pp. 1-10; Ghozali, I., (2014) Structural Equation Model: Concept and Application with AMOS 22.0 Program Bayesian SEM Update (In Bahasa), , Semarang: UNDIP (Diponegoro University) Publishing Agency; Chin, W. W., The partial least squares approach to structural equation modelling (1998) Mod. Methods Bus. Res, 295 (2), pp. 295-336. , Marcoulides G. A. (Ed); Ghozali, Im., Latan, He., (2015) Partial Least Squares, Concepts, Techniques And Applications Using The SMARTPLS 3.0 Program For Empirical Research (In Bahasa), , Semarang: UNDIP (Diponegoro University) Publishing Agency; Akbar, R. F., Analysis of Organizational Commitment Factors and Their Influence on Private Madrasah Teacher Performance in Central Java (In Bahasa) (2018) UNIVERSITAS ISLAM NEGERI RADEN INTAN LAMPUNG; (2019) Ministerial Circular No. 21/SE/M/2019 (In Bahasa), , R. Circular Letter of The Ministry, Ministry of Public Works, Republic Indonesia, Jakarta; Ministerial Regulation, R., (2020) Ministerial Regulation No. 14 of 2020 concerning Standards and Guidelines for Procurement of Construction Services Through Providers (In Bahasa), , Ministry of Public Works, Republic Indonesia, Jakarta","Pramesti, N.P.; Department of Civil and Environmental Engineering, Indonesia",,,"Horizon Research Publishing",,,,,23321091,,,,"English","Civil Engi. Arc.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85117349378
"Răcănel I.-R., Urdăreanu V.D.","36838974200;56811616900;","Probabilistic estimation of the strength capacity of existing concrete bridges",2021,"Structures","33",,,"769","775",,,"10.1016/j.istruc.2021.04.075","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85105484359&doi=10.1016%2fj.istruc.2021.04.075&partnerID=40&md5=e73ca4142267451c521127d4d571de23","Technical University of Civil Engineering of Bucharest, Romania","Răcănel, I.-R., Technical University of Civil Engineering of Bucharest, Romania; Urdăreanu, V.D., Technical University of Civil Engineering of Bucharest, Romania","Gradual changes of weight and geometry of vehicles combined with traffic values sometimes leads to old existing bridges having to be strengthened and retrofitted. The optimal solution to follow is based on the resistance capacity reserves of each structure, on the existing traffic level at the moment of retrofitting works and on the estimated future traffic. Almost all existing road bridges in Romania were designed according to national provisions/standards. Starting with 2010, following the European Community's decision, the projects should be designed according to the Eurocodes and the existing bridges, must also comply with the new European load models. The process of checking existing bridges for the action of load models described in Eurocodes is a complicated task. However, the process for the evaluation of the bearing capacity reserves can be significantly simplified using a probabilistic approach. The approach presented in this paper is based on the effects, in terms of bending moments and vertical displacements, produced by several types of vehicles on the bridge superstructure. For presenting the use of this proposed methodology, typical bridge superstructures with precast concrete girders of different lengths were analyzed. The proposed methodology allows to establish the “vulnerability” of existing bridges on live loads. © 2021 The Authors","Bearing capacity; Bending moment; Old bridge; Probabilistic approach; Retrofitting; Traffic",,,,,,,,,,,,,,,,,"Lungu, D., Ghiocel, D., Probabilistic methods in the analysis of structures (1982), Technical Publishing House, Bucharest, Romania Publisher; Vamvatsikos, D., (2002), (3). , ; Cornell, C.A,. Incremental Dynamic Analysis., Earthquake Engineering and Structural Dynamics EESD-JIAEE, Volume 31; Aviram, A., (2008), ; Mackie, K.R.; Stojadinović, B., Guidelines for Nonlinear Analysis of Bridges Structures in California. In Peer Report 2008/03, Pacific Earthquake Engineering Research Center, Country, 2007, University of California, Berkeley; Annan, C.D., (2009), (8). , ; Youssef, M.A.; El Naggar, M.H., Seismic Vulnerability Assessment of Modular Steel Bridges. JEE, Volume 13; (2013), Joint Research Centre, Guidelines for deriving seismic fragility functions of elements at risk: buildings, lifelines, transportation networks and critical facilities, JRC Scientific and Policy Reports, SYNER-G Reference Report 4; Mai, C.V., (2014), ; Sudret, B.; Mackie, K.R., Stojadinovic B., Konakli K., Non-parametric fragility curves for bridges using recorded ground motions, Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014, Porto, Portugal, 30 June - 2 July; Moreu, F., (2015), ; Spencer, B.F. Jr., Framework for consequence-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS), The Newmark Structural Engineering Laboratory (NSEL) of the Department of Civil and Environmental Engineering at the University of Illinois, NSEL Report Series, Report No. NSEL-041, June; Shirazi, R.S., Seismic Response and Analytical Fragility Functions for Curved Concrete Box-Girder Bridges (2015), University of Nevada Reno; Chen, S., Chen, L., Earthquake fragility assessment of curved and skewed bridges in mountain West region (2016) Mountain-Plains Consortium; Vitanova, M., ; Hristovski, V., Analytical fragility curves for typical bridges in Republic of Macedonia, 4th; (2016), International Conference “Contemporary achievements in civil engineering”, Subotica, SERBIA, 22. April; Nguyen, D.D., Lee, T.H., Seismic fragility curves of bridge piers accounting for ground motions in Korea (2018) IOP Conf. Series: Earth and Environmental Science, CUTE; Dagá, J., Chamorro, A., De Solminihac, H., Echaveguren, T., Development of fragility curves for road bridges exposed to volcanic lahars (2018) Nat Hazards Earth Syst Sci; Perdomo, C., (2019), 114. , ; Monteiro, R.; Sucuoğlu, H., Development of fragility curves for multi-span RC bridges using generalized pushover analysis, IABSE Symposium 2019, IABSE Symposium Report Guimaraes, Portugal, 27-29 March; Praseetha, K., Sirajuddin, M., Fragility curves in dynamic analysis of bridges under hazardous loading, International journal of current engineering and scientific research, Volume-6 (2019) Issue-5; Yuan, L.F.V., (2019), ; Argyroudis, S.A.; Tubaldi, E.; Pregnolato, M.; Mitoulis, S.A., Fragility of bridges exposed to multiple hazards and impact on transport network resilience, Conference “Earthquake risk and engineering toward a resilient world”, Greenwich, London, 9-10 September; Wang, W., Wu, F., Wang, Z., Revising seismic vulnerability of bridges based on bayesian updating method to evaluate traffic capacity of bridges (2020) MDPI- Sustainability; Garavaglia, E., Pavani, R., Sgambi, L., The use of fragility curves in the life-cycle assessment of deteriorating bridge structures (2021) MDPI-computation","Răcănel, I.-R.; Technical University of Civil Engineering of BucharestRomania; email: ionut.racanel@utcb.ro",,,"Elsevier Ltd",,,,,23520124,,,,"English","Structures",Article,"Final","All Open Access, Hybrid Gold",Scopus,2-s2.0-85105484359
"Robuschi S., Fernandez I., Lundgren K.","57191374821;57217151994;7005462844;","Bond behaviour of naturally corroded plain bars in reinforced concrete structures.",2021,"fib Symposium",,,,"147","154",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85134814877&partnerID=40&md5=020c7423252f03d9e6abac7c78f23c21","Department of Architecture and Civil Engineering, Division of Structural Engineering, Chalmers University of Technology, Sven Hultins gata 8, Göteborg, SE-41296, Sweden","Robuschi, S., Department of Architecture and Civil Engineering, Division of Structural Engineering, Chalmers University of Technology, Sven Hultins gata 8, Göteborg, SE-41296, Sweden; Fernandez, I., Department of Architecture and Civil Engineering, Division of Structural Engineering, Chalmers University of Technology, Sven Hultins gata 8, Göteborg, SE-41296, Sweden; Lundgren, K., Department of Architecture and Civil Engineering, Division of Structural Engineering, Chalmers University of Technology, Sven Hultins gata 8, Göteborg, SE-41296, Sweden","Reinforced Concrete is known to be susceptible to corrosion damage. Corrosion, by reducing strength and ductility of the reinforcing bar and modifying the steel/concrete interface, hinders the overall safety of the structure. This work investigates the bond of naturally corroded, plain reinforcing bars. Specimens were taken from an 80-year-old bridge and tested using pull-out and 3-point bending tests. Additionally, neutron and X-ray tomography is used to observe the distribution of corrosion products. Results highlight the influence of casting position on the bond of plain bars. Specifically, the distribution of corrosion products is influenced by the bleeding zone underneath top-cast bars. Corrosion products are shown to deposit in macro-pores and to adhere to the bar. © 2021, Fédération Internationale du Béton – International Federation for Structural Concrete.",,"Bending dies; Bending tests; Concrete buildings; Concrete construction; Rebar; Steel corrosion; 3-point bending; Bond behaviours; Corrosion damage; Corrosion products; Macro pores; Pull out; Strength and ductilities; X-ray tomography; Reinforced concrete",,,,,,,,,,,,,,,,"Bell, B., (2004) Sustainable Bridges. D1.3 European Railway Bridge Problems; Hobbs, D., Concrete deterioration: Causes, diagnosis, and minimising risk (2001) International Materials Reviews, 46 (3), pp. 117-144; Lundgren, K., Effect of corrosion on the bond between steel and concrete: An overview (2007) Magazine of Concrete Research, 59 (6), pp. 447-461; Robuschi, S., Lundgren, K., Fernandez, I., Flansbjer, M., Anchorage of naturally corroded plain reinforcement bars in flexural members (2020) Materials and Structures, 53 (2); Robuschi, S., Sumearll, J., Fernandez, I., Lundgren, K., Bond of naturally corroded, plain reinforcing bars in concrete (2020) Structure and Infrastructure Engineering; Papakonstantinou, K.G., Shinozuka, M., Probabilistic model for steel corrosion in reinforced concrete structures of large dimensions considering crack effects (2013) Engineering Structures, 57, pp. 306-326; Cairns, J., Du, Y., Law, D., Residual bond strength of corroded plain round bars (2006) Conres, 58 (4), pp. 221-231; ACI 408R-03 Bond and Development of Straight Reinforcing Bars in Tension (2003) ACI Committee 408, , American Concrete Institute; Angst, Geiker, Alonso, Polder, Isgor, Elsener, Wong, Michel, Hornbostel, Gehlen, François, Sanchez, Criado, Sørensen, Hansson, Pillai, Mundra, Gulikers, Raupach, Pacheco, Sagüés. 2019. “The effect of the steel–concrete interface on chloride-induced corrosion initiation in concrete: a critical review by RILEM TC 262-SCI ”. Materials and Structures. 52-88; Robuschi, S. 2019 “Anchorage of naturally-corroded, plain bars in Reinforced Concrete struc-tures.”. Licentuate Thesis, Chalmers University of Technology",,"Belletti B.Coronelli D.",,"fib. The International Federation for Structural Concrete","2nd Workshop on Capacity Assessment of Corroded Reinforced Concrete Structures, CACRCS DAYS 2020","1 December 2020 through 4 December 2020",,267299,26174820,9782940643103,,,"English","fib. Symp.",Conference Paper,"Final","",Scopus,2-s2.0-85134814877
"Pipinato A.","24281647500;","Masonry bridges",2021,"Innovative Bridge Design Handbook: Construction, Rehabilitation and Maintenance",,,,"381","414",,,"10.1016/B978-0-12-823550-8.00012-3","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85128009715&doi=10.1016%2fB978-0-12-823550-8.00012-3&partnerID=40&md5=c2357ff1ba4bfefc85ed69b58d5f46d1","AP&P, CEO and Technical Director, Rovigo, Italy","Pipinato, A., AP&P, CEO and Technical Director, Rovigo, Italy","In this chapter, masonry bridges are presented. In the first section, the structural theory of masonry structures and the structural analysis of several historical bridges are discussed. The second section provides an analysis along with repair and strengthening solutions. Several case studies are included in the final section of the chapter. © 2022 Elsevier Inc. All rights reserved.","Bridge design; Historical bridges; Masonry; Structural modeling",,,,,,,,,,,,,,,,,"Barlow, W.H., On arches (1846) Min. Proc. ICE 5, London, pp. 439-474; Benouville, L., Etude sur la Cathédrale de Beauvais (1891) Encyclopédie d’Architecture, 40 serie, vol, 3, pp. 52-54. , M.A. De Badout., Librairies imprimeries réunies Paris; Castigliano, A., (1879) Théorie de l’équilibre des systèmes élastiques et ses applications 1-2, , Front Cover. Alberto Castigliano Auguste Frederic Negro Editeur, Turin; Corradi, M., Empirical methods for the construction of masonry arch bridges in the 19th century (1998) Arch Bridges: History, Analysis, Assessment, Maintenance, and Repair, , A. Sinopoli., Balkema Rotterdam; Couplet, P., De la poussee des voutes (1729) Histoire de 1‘Academie Royale des Sciences, p. 79; Couplet, P., De la poussee des voutes (1730) Histoire de 1‘Academie Royale des Sciences, p. 117; The assessment of highway bridges and structures, design manual BD 21/01 (2001) Design Manual for Roads and Bridges, vol. 3, Section 4, , Department of Transport Highways Agency London; Fuller, G., Curve of equilibrium for a rigid arch under vertical forces (1875) Proc. I.C.E., 40; Gregory, D., Catenaria (1697) Philos. Trans., 231, p. 637; Heyman, J., Copulet’s engineering memoirs (1876) History of Technology, pp. 1726-1733. , A.R. Hall., N. Smith, Mansell London; Heyman, J., The safety of masonry arches (1969) Int. J. Mech. Sci., 11, pp. 363-385; Heyman, J., (1972) Coulomb’s Memoir on Statics: An Essay in the History of Civil Engineering, , Cambridge University Press Cambridge; Heyman, J., The estimation of the strength of masonry arches (1980) Proc. Inst. Civ. Eng., 69, pp. 921-937. , Part 2; Heyman, J., (1982) The Masonry Arch, , Ellis Horwood Chichester; Heyman, J., (1996) Arches, Vaults, and Buttresses: Masonry Structures, and Their Engineering, p. 418. , Collected studies CS546 series. Variorum Edition Aldershot; Heyman, J., (1997) The Stone Skeleton, Structural Engineering of Masonry Architecture, p. 172. , Cambridge University Press Cambridge, ISBN 9780521629638; La Hire, P., (1695) Traité de mécanique, on explique tout ce qui est nécessaire dans la pratique des Arts, et les proprietés des corps pesants lesquelles ont eu plus grand usage dans la Physique, , imprimerie Royale Paris; La Hire, P., (1712) Sur la eonstruction des voútes dans les édifiees, pp. 69-77. , Mémoires de l’Académie Royale des Sciences, Année. 1712 Paris; Livesley, R.K.A., Limit analysis of structures formed from rigid blocks (1978) Int. J. Numer. Methods Eng., 12, pp. 1853-1871; (1963) Military Engineering Experimental Establishment - Military Load Classification of Civil Bridges, SOLOG study B. 38. Military Engineering Experimental Establishment, , Christchurch NZ; Navier, M., (1833) Résumé des leçons de mécanique données à l’Ecole polytechnique, p. 491. , Carilian-Goeury et V. Dalmont Paris; Oliveira, D.V., Lourenco, P.B., Lemos, C., Geometric issues and ultimate load capacity of masonry arch bridges from the Northwest Iberian Peninsula (2010) Eng. Struct., 32 (12), pp. 3955-3965; Paeglitis, A., Paeglitis, A., Restoration of masonry arch bridge over Venta River in Kuldiga (2000) Proceedings of the XXVII Baltic Road Conference, Riga, Latvia; Pippard, A.J.S., The approximate estimation of safe loads on masonry bridges (1948) Civil Engineer in War, Vol 1, pp. 365-372. , ICE-Institution of Civil Engineers London; Pippard, A.J.S., Chitty, L., (1951) Study of the Voussoir Arch, National Building Studies. Research Paper 11, , HMSO London; Rankine, W.J.M., (1898) A Manual for Civil Engineering, 295, pp. 429-432. , Charles Griffin & Co London; (2007) Possibilities of unification of bridge condition evaluation background document SB3.3. Sustainable Bridges-Assessment for Future Traffic Demands and Longer Lives. Research Programme Developed Under the 6th Framework EU Programme-Priority 6 Sustainable Development Global Change and Ecosystems Integrated Project. Contract number: TIP3-CT-2003-001653; Tellet, J., A review of the literature on brickwork arches (1983) Proc 8th Int. Symp. on Load Bearing Brickwork, Tech Sec. 2-Structures, Building Materials Section, , British Ceramic Society London; Villarceau, Y., (1854) On the Arch Bridge Construction, p. 325. , Academie des Sciences of Paris, Imprimerie Imperiale Paris; Whitey, K., (1982) Assessment of the Masonry Arch Bridge Work Pap. WP/B/28/82 Transport and Road Research Laboratory, Crowthorne, Berks, , (unpublished)","Pipinato, A.; AP&P, Italy",,,"Elsevier",,,,,,9780128235508,,,"English","Innovative Bridge Design Handb.: Construction, Rehabilitation and Maintenance",Book Chapter,"Final","",Scopus,2-s2.0-85128009715
"Abbadi M.S., Lamdouar N.","57202770995;56241654900;","Multi-objective optimization of elastomeric bearings to improve seismic performance of old bridges using eigen analysis and genetic algorithms",2021,"Scientific Review Engineering and Environmental Sciences","30","4",,"511","524",,,"10.22630/PNIKS.2021.30.4.43","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85123224277&doi=10.22630%2fPNIKS.2021.30.4.43&partnerID=40&md5=016d3fb6b0245f372fca1c2b8627d9fd","Mohammed v University in Rabat, Mohammadia School of Engineers, Civil Engineering Laboratory, Morocco; University in Rabat, Mohammadia School of Engineers Mohammed v Civil Engineering Laboratory, Morocco","Abbadi, M.S., Mohammed v University in Rabat, Mohammadia School of Engineers, Civil Engineering Laboratory, Morocco; Lamdouar, N., University in Rabat, Mohammadia School of Engineers Mohammed v Civil Engineering Laboratory, Morocco","Multi-objective optimization of elastomeric bearings to improve seismic performance of old bridges using eigen ana-lysis and genetic algorithms. Old bridges present several seismic vulnerabilities and were designed before the emergence of seismic codes. In this context, partial seismic isolation has given a special attention to improve their seismic performance. In particular, elastomeric bearings are the simplest and least expensive mean for this, enabling to resist both non-seismic actions and earthquake loads. In order to assess the initial structural performance and the improvement done by the isolation, this paper attempts to combine multi objective optimization using genetic algorithms with linear and non-linear analysis using FE program OpenSees. A prior screening of the columns states is settled and then a multi objective optimization of a population of standard sized bearings meeting non-seismic and stability requirements is established to optimize the linear and non-linear behavior of the structure, finding the best compromise between displacements and forces at the columns. © 2021 WULS - SGGW Press. All rights reserved.","Eurocode 8; genetic algorithms; OpenSees; seismic isolation",,,,,,,,,,,,,,,,,"Abbadi, M.S., Lamdouar, N., Structural evaluation updating based on quality control and proof loads (2018) MATEC Web of Conferences, 149, p. 02014. , https://doi.org/10.1051/matecconf/201814902014; Abbadi, M.S., Lamdouar, N., Pushover analysis of RC columns subjected to multiple degrees of transverse reinforcement corrosion (2019) International Journal of Civil Engineering and Technology, 10 (11), pp. 313-322; Alhan, C., Gavin, H.P., Reliability of base isolation for the protection of critical equipment from earthquake hazards (2005) Engineering Structures, 27 (9), pp. 1435-1449; Alkhamis, M., Ghasemi, M.R., Gholinezhad, A., Shabakhty, N., Abdullah, W., Performance-based Optimum Retrofitting Design of Concrete Bridge Piers (2018) Jordan Journal of Civil Engineering, 12 (4), pp. 637-653; Dezfuli, F.H., Alam, M.S., Multi-criteria optimization and seismic performance assessment of carbon FRP-based elastomeric isolator (2013) Engineering Structures, 49, pp. 525-540; Jara, M., Casas, J.R., A direct displacement-based method for the seismic design of bridges on bi-linear isolation devices (2006) Engineering structures, 28 (6), pp. 869-879; Kolias, B., Fardis, M.N., Pecker, A., Gulvanessian, H., (2012) Designers guide to Eurocode 8: design of bridges for earthquake resistance, , London: ICE Publishing; Kwag, S., Ok, S.Y., Robust design of seismic isolation system using constrained multi-objective optimization technique (2013) KSCE Journal of Civil Engineering, 17 (5), pp. 1051-1063; Léger, N., Rizzian, L., Marchi, M., Reliability-based design optimization of reinforced concrete structures with elastomeric isolators (2017) Procedia Engineering, 199, pp. 1193-1198; Matsagar, V.A., Jangid, R.S., Influence of isolator characteristics on the response of base-isolated structures (2004) Engineering Structures, 26 (12), pp. 1735-1749; Mishra, S.K., Roy, B.K., Chakraborty, S., Reliability-based-design-optimization of base isolated buildings considering stochastic system parameters subjected to random earthquakes (2013) International Journal of Mechanical Sciences, 75, pp. 123-133; Ohsaki, M., Yamakawa, M., Fan, W., Li, Z., An order statistics approach to multiobjective structural optimization considering robustness and confidence of responses (2019) Mechanics Research Communications, 97, pp. 33-38; Pourzeynali, S., Malekzadeh, M., Esmaeilian, F., Multi-objective optimization of semi-Active control of seismically exited buildings using variable damper and genetic algorithms (2012) International Journal of Engineering, 25 (3), pp. 265-276; Pourzeynali, S., Salimi, S., Kalesar, H.E., Robust multi-objective optimization design of TMD control device to reduce tall building responses against earthquake excitations using genetic algorithms (2013) Scientia Iranica, 20 (2), pp. 207-221; Rizzian, L., Léger, N., Marchi, M., Multiobjective sizing optimization of seismic-isolated reinforced concrete structures (2017) Procedia Engineering, 199, pp. 372-377; Roy, B.K., Chakraborty, S., Robust optimum design of base isolation system in seismic vibration control of structures under random system parameters (2015) Structural Safety, 55, pp. 49-59; Scozzese, F., Dall Asta, A., Tubaldi, E., Seismic risk sensitivity of structures equipped with anti-seismic devices with uncertain properties (2019) Structural Safety, 77, pp. 30-47; Scruggs, J.T., Taflanidis, A.A., Beck, J.L., Reliability-based control optimization for active base isolation systems (2006) Structural Control and Health Monitoring: The Official Journal of the International Association for Structural Control and Monitoring and of the European Association for the Control of Structures, 13 (2-3), pp. 705-723; Xie, Y., Zhang, J., Design and optimization of seismic isolation and damping devices for highway bridges based on probabilistic repair cost ratio (2018) Journal of Structural Engineering, 144 (8), p. 04018125. , https://doi.org/10.1061/(ASCE)ST.1943-541X.0002139","ABBADI, M.S.; Mohammed v University in Rabat, Morocco; email: saadabbadi@research.emi.ac.ma",,,"WULS - SGGW Press",,,,,17329353,,,,"English","Sci. Rev. Eng. Environ. Sci.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85123224277
"France F.G., Forsberg A.","22979309700;57225376376;","Addressing the challenges of interoperability and cultural heritage data",2021,"Archiving 2021 - Final Program and Proceedings",,,,"33","37",,,"10.2352/issn.2168-3204.2021.l.0.8","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85120738877&doi=10.2352%2fissn.2168-3204.2021.l.0.8&partnerID=40&md5=88ecc0a63d1549c4a7bffd9095c06204","Library of Congress, Washington, District of Columbia, United States","France, F.G., Library of Congress, Washington, District of Columbia, United States; Forsberg, A., Library of Congress, Washington, District of Columbia, United States","One of the ongoing challenges for effective utilization of heritage science data is the lack of access to well-organized and accessible extant data sets and the need to structure data in formats that allow interrogation and integration of related data. This need for data fusion expands to both subjective and objective measurements and descriptors, as well as a long-overdue need for established guidelines for metadata and shared terminologies, or more critically, ontologies. Research into this area has shown the need for Knowledge Organization Systems (KOS) that bridge and integrate multiple ontologies that address specific needs - for example the Getty Vocabularies for cultural heritage terms, the Linked Art model for a simplified core CIDOC-CRM, as well as the OBO Foundry and other scientific ontologies for measurements and heritage science terminology.[l] © 2021 Society for Imaging Science and Technology.",,"Data fusion; Knowledge organization; Knowledge organization system (KOS); Terminology; ART model; Cultural heritages; Data set; Descriptors; Knowledge organization systems; Objective measurement; Ontology's; Science-data; Structure data; Subjective measurements; Ontology",,,,,,,,,,,,,,,,"Getty Vocabularies, , http://vocab.getty.edu/LinkedArt, https://linked.art/ CIDOC-CRM: http://www.cidoc-crm.org/ OBO Foundry: http://www.obofoundry.org; https://nationalbookcollection.org, public-facing site; Wilkinson, M.D., Dumontier, M., The FAIR Guiding Principles for scientific data management and stewardship (2016) Scientific Data, 3. , https://www.nature.com/articles/sdata201618, Article number; https://www.go-fair.org/fair-principles/LOUD, https://linked.art/loud; Collections Demography, , https://www.ucl.ac.uk/bartlett/heritage/research/projects/projectarchive/collections-demography-dynamic-evolution-populationsobjects; https://en.wikipedia.org/wiki/CIELABcolorspace; https://couchdb.apache.org/Views, https://docs.couchdb.org/en/latest/ddocs/views/ REST API: https://docs.couchdb.org/en/latest/api; https://reactjs.org/; 100-Year Paper Natural Aging Program, , https://www.loc.gov/preservation/scientists/projects/100-yrnataging.html; NetPBM'S Ppmcie, , http://netpbm.sourceforge.net/doc/ppmcie.html, c package by John Walker; https://www.json.org/JSON-LD, https://json-ld.org; International Image Interoperability Framework, , https://iiif.io/LinkedArt, https://linked.art; See Linked Art'S Github Commit, , https://github.com/linked-art/linked.art/commits/master, log; https://en.wikipedia.org/wiki/Principal_component_analysis, 14; https://semanticscience.org/; Formerly CLASS, , https://loc.gov/preservation/scientists/projects/class.html",,,"Society for Imaging Science and Technology","Society for Imaging Science and Technology","Archiving 2021","8 June 2021 through 24 June 2021",,174140,,9780892083541,,,"English","Arch. - Final Program Proc.",Conference Paper,"Final","",Scopus,2-s2.0-85120738877
"Peron V.","57339027700;","(Mega)Structures' resilience. Italian motorway bridge-restaurants between global/local modernism",2021,"Inheritable Resilience: Sharing Values of Global Modernities - 16th International Docomomo Conference Tokyo Japan 2020+1 Proceedings","3",,,"1040","1045",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85119100847&partnerID=40&md5=15db7f16c4d3e24a99dc0ff4f145c62c","Politecnico di Milano, Department of Architecture and Urban Studies, via Edoardo Bonardi 9, Milan, 20133, Italy","Peron, V., Politecnico di Milano, Department of Architecture and Urban Studies, via Edoardo Bonardi 9, Milan, 20133, Italy","Infrastructure items are distinguishing elements of 20th-Century architecture and urban planning. In this field, Italian motorway construction-sites became a stimulating workshop for architectural and engineering experimentation: between 1959 and 1972, fifteen bridge-restaurants were designed by Angelo Bianchetti, Carlo Casati, Alfonso Stocchetti, Melchiorre Bega and Pier Luigi Nervi to meet the needs of new kinds of services for new forms of mobility, as a result of the modernisation of the country. Built to be accessible from each side of the motorway in order to reduce management costs, bridge-restaurants were conceived with two lateral buildings and an overhead structure with a curtain wall or concrete façade. These interesting buildings are part of the continuously expanding concept of Modern Italian cultural heritage. This paper aims to analyse why these buildings are resilient by making a critical comparison between the American and the Italian cases. The research examines how such megastructures adapt themselves to the local contexts and cultures, beginning with their construction. Italian local modernism derives from structural and expressive research concerning steel and concrete megastructures but also from Italian design and advertising architecture. Finally, the study deals with how these buildings preserve their identity, both intangible and tangible, despite the many interventions carried out to modernise service areas. These interventions are the expression of different transformative approaches connected to the local cultures. © of the edition, docomomo International © of the images, their authors and © of the texts, their authors.",,"Architecture; Concretes; Historic preservation; 20th century; Concrete facade; Construction sites; Cultural heritages; Curtain-walls; Global-local; Management costs; Mega-structure; Motorway bridges; New forms; Bridges",,,,,,,,,,,,,,,,"ALOI, Giampiero, (1972) Ristoranti, pp. 73-77. , Hoepli, Milan, 82-100; BIANCHETTI, Angelo, Le oasi dell'autostrada (1960) Quattroruote, pp. 90-98. , Domus, Milan, January 1; BIANCHETTI, Angelo, PEA, Cesare, Architettura pubblicitaria (1941) Costruzioni, 159 (160), pp. 96-97. , Domus, Milan; CASATI, Carlo, (1991) Sognare in pietra, pp. 159-171. , Alinea, Florence; CASATI, Carlo, (1980) Architettura sulle autostrade, edifici per mostre, chiese, ville, case nel verde: nuovi simboli e vecchie eredità vissute nell'oggi, pp. 38-58. , Hoepli, Milan; CLARK, CORDOGAN, Tollway Oasis, , http://www.cordoganclark.com/commercial/projects_commercial_illinois_toll_pavilions.html, ASSOCIATES, accessed on January 15, 2020; GONIZZI, Giancarlo, (1997) L'Italia dei Pavesini: cinquant'anni di pubblicità e comunicazione Pavesi, , (ed), Silvana, Cisinello Balsamo; GRECO, Laura, (2010) Architetture autostradali in Italia: Progetto e costruzione negli edifici per l'assistenza ai viaggiatori, , Gangemi, Rome; ROMANO, Giuseppe, (2017) Novara: la prima area di ristoro autostradale. Storia, abitudini, architetture della sosta in viaggio dal grill Pavesi a Chef Express, , FrancoAngeli, Milan; SCRIVANO, Paolo, (2013) Building transatlantic Italy: architectural dialogues with postwar America, , Ashgate, Farnham","Peron, V.; Politecnico di Milano, via Edoardo Bonardi 9, Italy; email: verdiana.peron@polimi.it","Tostoes A.Yamana Y.",,"Docomomo","16th International Docomomo Conference Tokyo Japan 2020+1","29 August 2021 through 2 September 2021",,172877,,9784904700778,,,"English","Inheritable Resil.: Shar. Values Global Mod. - Int. Docomomo Conf. Tokyo Japan Proc.",Conference Paper,"Final","",Scopus,2-s2.0-85119100847
"Venturi G., Simonsson P., Collin P.","57338044500;36834531800;7101735116;","Strengthening old steel railway bridges: A review",2021,"IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs",,,,"1718","1727",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85119084032&partnerID=40&md5=ed68887e3ecd9627507e7d7bd24a9c45","Politecnico di Milano, Milan, Italy; Swedish Transport Administration, Luleå, Sweden; Luleå Tekniska Universitet | Ramböll Sverige, Luleå, Sweden","Venturi, G., Politecnico di Milano, Milan, Italy; Simonsson, P., Swedish Transport Administration, Luleå, Sweden; Collin, P., Luleå Tekniska Universitet | Ramböll Sverige, Luleå, Sweden","Strengthening old bridges is an increasingly relevant strategy for risk prevention and operation continuity in management of infrastructures. Transportation networks are subjected to progressively stricter environmental and load conditions, leading to a growing number of deficient structures, also due to aging and deterioration. However, employable resources are finite, from both economical and environmental points of view. For these reasons, strengthening opportunities should be considered as a viable option, improving bridges behaviour with low economical and environmental impact. With this perspective, a selection of some of the most interesting strengthening techniques for old truss railway bridges is presented. To address effective solutions, the most frequent problems in old truss railway bridges are first presented. Literature analysis and experts' interviews were conducted and compared to results obtained from a representative bridge cluster. Different solutions addressing highlighted problems are then collected and qualitatively evaluated, in terms of efficacy on structural behaviour and typical construction requirements. Finally, general remarks and recommendations based on collected evidence are presented. © 2021 IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. All rights reserved.","Railway bridges; Steel bridges; Strengthening; Truss bridges","Deterioration; Environmental impact; Railroad bridges; Railroads; Steel bridges; Strengthening (metal); Deficient structure; Environmental conditions; Load condition; Railway bridges; Risk prevention; Steel railway bridge; Strengthening; Strengthening technique; Transportation network; Truss bridge; Trusses",,,,,"Trafikverket","The authors would like to thank the Swedish Transport Administration managers for the interviews availability and data disposal. Our thanks also go to Prof. Malerba, Prof. Gentile and Eng. Tore Lundmark for their wise advice.",,,,,,,,,,"Bien, J., Elfgren, L., Olofsson, J., (2007) Sustainable Bridges. Assessment for Future Traffic Demands and Longer Lives, , 490 Dolnoslaskie Wydawnictwo Edukacyjne; (2017) Infrastructure Report Card, , https://www.infrastructurereportcard.org/; (2015) McKinsey Report, , Growth within: a circular economy vision for a competitive Europe; Collin, P., Häggström, J., Hällmark, R., (2015) International Workshop Strengthening of Steel/Composite Bridges, , Tech. rep. Luleå University of Technology; Collin, P., Nilsson, M., Veljkovic, M., (2010) International Workshop Strengthening of Steel Bridges, , Tech. rep. Luleå University of Technology and Ramböll Sverige AB; Venturi, G., (2018) Strengthening Old Steel Truss Railway, , M.Sc. Thesis, Politecnico di Milano; Gentile, C., Saisi, A., Ambient vibration testing and condition assessment of the Paderno iron arch bridge (1889) (2011) Construction & Building Materials, 25 (9), pp. 3709-3720; Nascè, V., Zorgno, A.M., Bertolini, C., Carbone, V.I., Pistone, G., Roccati, R., Il ponte di Paderno: storia e struttura (1984) Restauro, 13, pp. 73-74; Gentile, C., Saisi, A., Continuous dynamic monitoring of a centenary iron bridge for structural modification assessment (2015) Frontiers of Structural and Civil Engineering, 9 (1), pp. 26-41; Malerba, P. G., Sgambi, L., Residual bearing capacity of riveted steel ties deformed by the swelling of interstitial rust (2013) The 2013 World Congress on Advances in Structural Engineering and Mechanics (ASEM13); (1996) Bridge Inspection Manual, , Publ 036. Swedish National Road Administration; Assemblea generale del Consiglio Superiore dei Lavori Pubblici, allegato al parere n.88/2019, espresso in modalità “agile” a distanza dall'Assemblea Generale, Linee guida per la classificazione e gestione del rischio, la valutazione della sicurezza ed il monitoraggio dei ponti esistenti, , 17.04.2020; Ghosh, U., Ghoshal, A., Experiences in Rehabilitation of Steel Bridges (2002) Structural Engineering International, 12-4, pp. 269-272; Abbas, H. H., Hassan, M. M., Evaluation of Strengthening Applications for Old Railway Bridges in Egypt (2016) 19th IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, , 21-23 September Stockholm, Canada. 2016; Noury, P., (2017) On failure of high strength steel bridge roller bearings, , PhD thesis, Luleå University of Technology; https://www.cbc.ca/news/canada/novascotia/bridge-collapse-guysborough-countyworker-1.5641319; (2017) Complete Manual Embedded Rail Systems on Bridges, , Edilon)(Sedra; (2005) Eurocode 3: Design of steel structures - Part 1-8: Design of joints, , BS EN 1993-1-8; Costa, B.J.A., Figueiras, J.A., Rehabilitation and condition assessment of a centenary steel truss bridge (2013) Journal of Constructional Steel Research, 83, pp. 185-197; Ghafoori, E., Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using prestressed CFRP plates (2015) Composites Part B: Engineering, 68, pp. 1-13; Ouyang, B., Paull, M., Floyd, R., (2014) Rehabilitation of CN Bridge 182.0 over Mississippi River, Dubuque, IA. 2014 AREMA Proceedings; Holzinger, H., Strengthening of an Old Arch Truss Bridge, Austria (2002) Structural Engineering International, 12 (4), pp. 276-280; Kim, J.B., Recycling Bridges (1988) ASCE - Civil Engineering, 58-11, pp. 58-59; Thiel, M. E., Zulfiqar, K., Engelhardt, M. D., (2001) Evaluation and Rehabilitation of Historical Truss Bridges: Survey of Literature and Current Practices, , Tech. rep. FHWA/TX-0-1741-1. Texas Department of Transportation, Research and Technology Implementation Office; Kim, J.B., The preservation and upgrading of historic metal truss bridges and the load carrying capacity (2005) Structural Studies, Repairs and Maintenance of Heritage Architecture, 20, pp. 483-490; Kober, A., Lasseigne, M., Petermeier, D., Modifying Merchants Bridge (2006) Civil Engineering Magazine, 76 (7), pp. 42-47; Kennedy Reid, I.L., Milne, D.M., Craig, R.E., (2001) Steel bridge strengthening: a study of assessment and strengthening experience and identification of solutions, , Thomas Telford; Van der Burg, M., Steenbrink, A., Hesselink, B., Prolife: Recalculating a steel railway bridge for determining strengthening measures, using an updated FEM model and site measurements (2017) 39th IABSE Symposium - Engineering the Future, , September 21-23 2017. Vancouver, Canada; Lundmark, T., Upgrading of an old Railway Bridge: the Old Årsta Bridge (2016) 19th IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, , 21-23 September Stockholm, Canada. 2016; Ivanov, S., Geier, R., Retrofitting of old steel railway truss bridges by implementing new concrete deck slab (2016) 19th IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, , 21-23 September Stockholm, Canada. 2016","Venturi, G.; Politecnico di MilanoItaly; email: giorgia.venturi@polimi.it","Snijder H.H.De Pauw B.De Pauw B.van Alphen S.F.C.Mengeot P.","Allplan;et al.;Greisch;Infrabel;Royal HaskoningDHV;TUC RAIL","International Association for Bridge and Structural Engineering (IABSE)","IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs","22 September 2021 through 24 September 2021",,172892,,,,,"English","IABSE Congr., Ghent: Struct. Eng. Future Soc. Needs",Conference Paper,"Final","",Scopus,2-s2.0-85119084032
"Duchêne Y., de Ville de Goyet V., Gens F.","55271228400;7801666038;16554657300;","Engineering of a contemporary version of the stone arches of the “Pont des Trous” in Tournai",2021,"IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs",,,,"1891","1899",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85119076838&partnerID=40&md5=a873229daf377fb68095423b9a510d45","Greisch Office, Liège, Belgium","Duchêne, Y., Greisch Office, Liège, Belgium; de Ville de Goyet, V., Greisch Office, Liège, Belgium; Gens, F., Greisch Office, Liège, Belgium","As part of the works on the Seine-Scheldt link, the Scheldt is to be expanded to CEMT class Va at the Tournai crossing. The main works comprise the widening of the Scheldt river and the central arch of the historic bridge called “Pont des Trous” - “Bridge of the Holes”. The choice of replacing the bridge has gone to a triple arch in stone masonry with a main span of 20 m for a height of 15 m and a thickness of 40 cm, closer from a sculpture. Due to its very small thickness and corresponding self-weight, accurate estimation, with wind tunnel tests by University of Liège, of the wind effects is of utmost importance for the verification of masonry and especially the joints openings. Nonlinear finite element calculations considering cracking and opening of joints, using Finelg software, show that the joints should be glued to ensure the stability. Finally, by political decision, this triple arch project was abandoned and replaced by a more conventional structure. © 2021 IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. All rights reserved.","Bridge; Glued joints; Historical; Masonry; Renovation; Wind tunnel test","Arch bridges; Arches; Glues; Gluing; Masonry bridges; Masonry construction; Masonry materials; Structural design; Wind tunnels; Accurate estimation; Historic bridges; Historical; Joint openings; Non-linear finite elements; Renovation; Scheldt; Self-weight; Stone masonry; Wind tunnel tests; Wind stress",,,,,,,,,,,,,,,,"(2005) Actions on structures- Part 1-4: General actions - Wind actions, , Eurocode 1991-1-4 April","Duchêne, Y.; Greisch OfficeBelgium; email: yduchene@greisch.com","Snijder H.H.De Pauw B.De Pauw B.van Alphen S.F.C.Mengeot P.","Allplan;et al.;Greisch;Infrabel;Royal HaskoningDHV;TUC RAIL","International Association for Bridge and Structural Engineering (IABSE)","IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs","22 September 2021 through 24 September 2021",,172892,,,,,"English","IABSE Congr., Ghent: Struct. Eng. Future Soc. Needs",Conference Paper,"Final","",Scopus,2-s2.0-85119076838
"Soudijn M., van Rossum S., de Boer A.","57337956600;57338700200;57338550100;","Measuring heavy traffic with WIM-ROAD and WIM-BRIDGE systems in an urban environment",2021,"IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs",,,,"331","340",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85119049921&partnerID=40&md5=5514719cd475c04cb1c37671affe082f","Engineering Office - municipality Amsterdam, Amsterdam, Netherlands","Soudijn, M., Engineering Office - municipality Amsterdam, Amsterdam, Netherlands; van Rossum, S., Engineering Office - municipality Amsterdam, Amsterdam, Netherlands; de Boer, A., Engineering Office - municipality Amsterdam, Amsterdam, Netherlands","In this paper we present weight measurements of urban heavy traffic comparing two different Weigh In Motion (WIM) systems. One is a WIM-ROAD system using Lineas quartz pressure sensors in the road surface. The other is a WIM-BRIDGE system using optical fibre-based strain sensors which are applied under the bridge to the bottom fibre of a single span of the bridge deck. We have designed our tests to determine which system is most suited to Amsterdam. We put special focus on the accuracy that each system can achieve and have set up an extensive calibration program to determine this. Our ultimate goal is to draw up a realistic traffic load model for Amsterdam. This model would lead to a recommendation that can be used to reexamine the structural safety of existing historic bridges and quay walls, in addition to the current traffic load recommendations. © 2021 IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. All rights reserved.","Axle load; Bridges; Heavy traffic; Pressure sensor; Strain sensor; Vehicle load; Weigh in motion; Weight data; Wheel load","Loads (forces); Roads and streets; Structural design; Weigh-in-motion (WIM); Amsterdam; Axle loads; Heavy traffics; Measurements of; Strain sensors; Urban environments; Vehicle load; Weigh-in-motion systems; Weight data; Wheel loads; Pressure sensors",,,,,"Ministry of Trade, Industry and Energy, MOTIE","This study was conducted with the support for specific foundation research (project number: A00-982-1104-03-2-2) of the Ministry of Commerce, Industry and Energy (MOCIE) of the Republic of Korea.",,,,,,,,,,"(2002) Weigh-in-Motion of Road Vehicles: Final Report of the COST 323 Action, , COST 323, Jacob, B., OBrien, E.J., Jehaes, S. (Eds), Paris: LCPC; (2006) R134-1: Automatic Instruments for weighing Road Vehicles in Motion and Axle Load measuring. Part 1: Metrological and technical requirements - Tests, , OIML, Paris: OIML; (2019) National Annex to NEN-EN 1991-2+C1: Eurocode 1:Actions on structures - Part 2: Traffic Loads on Bridges, , NEN, Delft: NEN; (2020) National Annex Traffic loads on bridges in a city environment, , NEN, Delft: NEN(concept)","Soudijn, M.; Engineering Office - municipality AmsterdamNetherlands; email: m.soudijn@amsterdam.nl","Snijder H.H.De Pauw B.De Pauw B.van Alphen S.F.C.Mengeot P.","Allplan;et al.;Greisch;Infrabel;Royal HaskoningDHV;TUC RAIL","International Association for Bridge and Structural Engineering (IABSE)","IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs","22 September 2021 through 24 September 2021",,172892,,,,,"English","IABSE Congr., Ghent: Struct. Eng. Future Soc. Needs",Conference Paper,"Final","",Scopus,2-s2.0-85119049921
"Georgiev L., Zdravkov L., Tanev V., Lepoev M.","57204045692;57219483729;57338206600;57338498500;","Equivalent nosing force for a steel railway bridge based on in situ measurements",2021,"IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs",,,,"1273","1279",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85119046842&partnerID=40&md5=cfcae813e2763b4fbe96a1feb5488413","University of Architecture, Civil Engineering and Geodesy, Sofia, Bulgaria","Georgiev, L., University of Architecture, Civil Engineering and Geodesy, Sofia, Bulgaria; Zdravkov, L., University of Architecture, Civil Engineering and Geodesy, Sofia, Bulgaria; Tanev, V., University of Architecture, Civil Engineering and Geodesy, Sofia, Bulgaria; Lepoev, M., University of Architecture, Civil Engineering and Geodesy, Sofia, Bulgaria","The weight and design speed of the railway vehicles increases in time. As a result, the values of design loads grow up. In old Bulgarian standard [1] the equivalent nosing force is prescribed as 60kN. In the present EN1991-2 [2] this value is 100kN. Meanwhile, a significant part of the very old bridges is not designed for nosing forces. In cases of long span between cross girders of the “open type” deck and lack of nosing braces, the load bearing capacity of longitudinal girders, concerning out of plane bending moments due to nosing forces, is insufficient. To investigate the value of equivalent nosing force are provided “in situ” measurements on the longitudinal girders of “open type” deck of a steel riveted railway bridge in exploitation in the Republic of Bulgaria. The strains and horizontal linear deformations are measured in the midspan of the longitudinal beams for real trains. The equivalent nosing force is calculated using developed procedures. © 2021 IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. All rights reserved.","Deformations; Longitudinal girders; Nosing force; Steel bridge; “in situ” measurements","Beams and girders; Railroad bridges; Railroads; Steel bridges; Structural design; Design load; Design speed; In-situ measurement; Longitudinal girder; Nosing force; Open types; Railway vehicles; Steel railway bridge; Value of designs; “in situ” measurement; Deformation",,,,,"БН-231/21","The authors would like to express their gratitude to the Research, Consultancy and Design Centre (RCDC) of UACEG Sofia for the financial support, provided by contract БН-231/21.","The authors would like to express their gratitude to the Research, Consultancy and Design Centre (RCDC) of UACEG Sofia for the financial support,",,,,,,,,,"(1990) Standard for the design of road and railway bridges and culverts, , Fifth part. Sofia; Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges, , EN 1991-2:2006. European Committee for Standardization, Brussels; (2006) Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges, , BDS EN 1991-2:2006/NA:2015. National Annex to EN 1991-2:. BIS, Sofia; (1980) Steels for general structural purposes, , DIN17100:. German Institute for Standardization","Zdravkov, L.; University of Architecture, Bulgaria; email: zdravkov_fce@uacg.bg","Snijder H.H.De Pauw B.De Pauw B.van Alphen S.F.C.Mengeot P.","Allplan;et al.;Greisch;Infrabel;Royal HaskoningDHV;TUC RAIL","International Association for Bridge and Structural Engineering (IABSE)","IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs","22 September 2021 through 24 September 2021",,172892,,,,,"English","IABSE Congr., Ghent: Struct. Eng. Future Soc. Needs",Conference Paper,"Final","",Scopus,2-s2.0-85119046842
"Raunio H.","57194158049;","Growing loads and aging bridges",2021,"Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations - Proceedings of the 10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020",,,,"4016","4020",,,"10.1201/9780429279119-550","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85117621889&doi=10.1201%2f9780429279119-550&partnerID=40&md5=c32f36053d16364a6f92750090992594","Finnish Transport Infrastructure Agency, Tampere, Finland","Raunio, H., Finnish Transport Infrastructure Agency, Tampere, Finland","Finnish Transport Infrastructure Agency owns approximately 15 000 bridges in public road network. Need for higher loads in road traffic is ongoing and design codes becomes stricter at the same time. In case of old bridges, design load are much lower than the needs of current traffic. Finland's Ministry of Transport and Communications made significant amendments to the Decree on the Use of Vehicles on the Road on 2013. As regards bridges, the most important changes were the increase of permissible mass of vehicles from 38 t to 42 t, and combinations from 60t to 76 t. Since that, there has been ongoing studies for High Capacity Transport (HCT) vehicles. HCT-vehicles have bigger total masses and larger dimensions. Axel loads remain the same. Economical savings as well as decrease of CO2-emissions of this trial is causing pressure to allow more HCT-vehicles on new routes or even raise permissible masses on whole road network. When examining the effects on increasing loads, it becomes crucial to know your bridges. FTA has a management system of engineering structures, where all the bridge data is stored. Management system stores for example old blueprints, damage data, maintenance history and bearing capacity for special transports. With this tool, it is possible to find the weakest bridges in different routes as well as make easily statistics about the whole network. In Finland, there are about 450 different measuring points where we get automatically some basic data about our traffic flow. To get more specific data, we have yearly done weighing in motion (WIM). Traffic information has been used to make simulations of the traffic flow. Simulated traffic flow has been used to making calculation about the change of static and fatiguing effects on bridges. It is possible to see the biggest effects that the increase of masses cause to bridge infrastructure, by combining these results with a general information from Management system. © 2021 Taylor & Francis Group, London",,"Bridges; Highway administration; Information management; Life cycle; Maintenance; Safety engineering; Vehicle to vehicle communications; Vehicles; Finland; Finnish; High capacity; High-capacity; Infrastructure agencies; Management systems; Road network; Traffic flow; Transport infrastructure; Transport vehicles; Roads and streets",,,,,,,,,,,,,,,,"(2015) Finnish Transport Agency, Technology and Environment, , Bridges of the Finnish Transport Agency 1 January Helsinki 2015. Statistics of the Finnish Transport Agency 10/2015; (2015) Projektin loppuraportti. Finnish Transport Agency, Technology and Environment, , Akselimassatutkimus 19 2013-2014, Helsinki LO67/2015; (2018) Bridge WIM Overview Report, Year 2013-2017, , Finnish Transport Agency, Technology and Environment. Helsinki LO29/2018; (2015) Finnish Transport Agency, Technology and Environment, , Siltojen kantavuuslaskentaohje. Helsinki Statistics of the Finnish Transport Agency 36/2015; (2017) Jännevirran väsymismitoitus mitatulla liikennekuormalla, , Tarmo Iso-Junno. Master Thesis. Oulu","Raunio, H.; Finnish Transport Infrastructure AgencyFinland","Yokota H.Frangopol D.M.",,"CRC Press/Balkema","10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020","11 April 2021 through 15 April 2021",,172353,,9780429279119; 9780367232788,,,"English","Bridge Maint., Saf., Manag., Life-Cycle Sustain. Innov. - Proc. Int. Conf. Bridge Maint., Saf. Manag., IABMAS",Conference Paper,"Final","",Scopus,2-s2.0-85117621889
"Zhang S., Caprani C., Melhem M.M., Ng A., Hodgins N.","57198355762;23767233000;57194439208;57209251071;57304546200;","Use of structural health monitoring for assessing historical bridges under heavy loads",2021,"Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations - Proceedings of the 10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020",,,,"543","550",,,"10.1201/9780429279119-71","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85117608921&doi=10.1201%2f9780429279119-71&partnerID=40&md5=4103ccef8a305b6ba10f86b03020a3f9","Department of Civil Engineering, Monash University, Clayton, VIC, Australia; Department of TransportVIC, Australia","Zhang, S., Department of Civil Engineering, Monash University, Clayton, VIC, Australia; Caprani, C., Department of Civil Engineering, Monash University, Clayton, VIC, Australia; Melhem, M.M., Department of Civil Engineering, Monash University, Clayton, VIC, Australia; Ng, A., Department of TransportVIC, Australia; Hodgins, N., Department of TransportVIC, Australia","Around the world, historical bridges may be required to carry heavy loads. Structural health monitoring (SHM) can be used to better understand bridge performance and ensure the safety of the local network. This paper presents a general methodology for the incorporation of SHM measurements into bridge assessments, using the Australian Standards AS 5100.7 methodology as an example. Two potential SHM solutions are compared under various headings, based on practical experience. By coupling the monitoring results with cross-section analysis, the in-situ behavior of an existing bridge under heavy loads can be assessed. The framework considers whether cracking is occurring on different locations, guiding visual inspections and informing decision-making. Overall, this study provides a solid basis for implementing the developed SHM system into practice. It helps to identify the potential defects on the bridge, reduce the level of uncertainties in the bridge assessment, thereby facilitating the movement of important heavy loads and normal traffic. © 2021 Taylor & Francis Group, London",,"Decision making; Life cycle; Australian standards; Bridge assessment; Bridge performance; General methodologies; Heavy loads; Historical bridges; Local networks; Monitoring measurements; Monitoring results; Practical experience; Structural health monitoring",,,,,,,,,,,,,,,,"(2018) Higher Order Bridge Assessment in Australia, , Austroads Austroads, Sydney, NSW; Balageas, D., Fritzen, C.-P., Güemes, A., (2010) Structural health monitoring, , John Wiley & Sons; Brownjohn, J. M. W., Au, S.-K., Zhu, Y., Sun, Z., Li, B., Bassitt, J., Hudson, E., Sun, H., Bayesian operational modal analysis of Jiangyin Yangtze River Bridge (2018) Mechanical Systems and Signal Processing, 110, pp. 210-230; Catbas, F. N., Susoy, M., Frangopol, D. M., Structural health monitoring and reliability estimation: Long span truss bridge application with environmental monitoring data (2008) Engineering Structures, 30, pp. 2347-2359; Catbas, F. N., Zaurin, R., Gul, M., Gokce, H. B., Sensor networks, computer imaging, and unit influence lines for structural health monitoring: Case study for bridge load rating (2011) Journal of Bridge Engineering, 17, pp. 662-670; Chen, Z., Zhou, X., Wang, X., Dong, L., Qian, Y., Deployment of a smart structural health monitoring system for long-span arch bridges: A review and a case study (2017) Sensors, 17, p. 2151; Choi, H., Choi, S., Cha, H., Structural health monitoring system based on strain gauge enabled wireless sensor nodes (2008) 2008 5th International Conference on Networked Sensing Systems, pp. 211-214. , IEEE; Glaser, S. D., Li, H., Wang, M. L., Ou, J., Lynch, J., Sensor technology innovation for the advancement of structural health monitoring: a strategic program of US-China research for the next decade (2007) Smart Structures and Systems, 3, pp. 221-244; Jang, S., Jo, H., Cho, S., Mechitov, K., Rice, J. A., Sim, S.H., Jung, H.-J., Agha, G., Structural health monitoring of a cable-stayed bridge using smart sensor technology: deployment and evaluation (2010) Smart Structures and Systems, 6, pp. 439-459; Ko, J., Ni, Y. Q., Technology developments in structural health monitoring of large-scale bridges (2005) Engineering structures, 27, pp. 1715-1725; Lee, J.-Y., Choi, I.-J., Kim, S.-W., Shear Behavior of Reinforced Concrete Beams with High-Strength Stirrups (2011) ACI Structural Journal, 108; Li, H.-N., Ren, L., Jia, Z.-G., Yi, T.-H., Li, D.-S., State-of-the-art in structural health monitoring of large and complex civil infrastructures (2016) Journal of Civil Structural Health Monitoring, 6, pp. 3-16; Li, H., Ou, J., Zhang, X., Pei, M., Li, N., Research and practice of health monitoring for long-span bridges in the mainland of China (2015) Smart Structures and Systems, 15, pp. 555-576; Liu, M., Frangopol, D. M., Kim, S., Bridge system performance assessment from structural health monitoring: A case study (2009) Journal of Structural Engineering, 135, pp. 733-742; Melhem, M. M., Caprani, C., Zhang, S., Hodgins, A. N. N., Using structural reliability to decide on extreme loads accessing historical bridges (2020) IABAMS; Mukhopadhyay, S., Ihara, I., (2011) Sensors and technologies for structural health monitoring: a review. New developments in sensing technology for structural health monitoring, , Springer; Ng, A., Rooke, A., Pape, T., Austroads Project TP1952: Higher order assessments for existing bridges (2017) Austroads Bridge Conference, , 10th, Melbourne, Victoria, Australia, 2017; Ozcebe, G., Saatcioglu, M., Hysteretic shear model for reinforced concrete members (1989) Journal of Structural Engineering, 115, pp. 132-148; Perry, C., Strain-gage reinforcement effects on low-modulus materials (1985) Experimental Techniques, 9, pp. 25-26; Pines, D., Aktan, A. E., Status of structural health monitoring of long-span bridges in the United States (2002) Progress in Structural Engineering and materials, 4, pp. 372-380; Rao, M. B., Bhat, M., Murthy, C., Madhav, K. V., Asokan, S., Structural health monitoring (SHM) using strain gauges, PVDF film and fiber bragg grating (FBG) sensors: A comparative study (2006) National Seminar on Non-Destructive Evaluation, NDE 2006, , Citeseer; Samaras, V. A., Fasl, J., Reichenbach, M., Helwig, T., Wood, S., Frank, K., Long-term gage reliability for structural health monitoring of steel bridges (2012) Nondestructive Characterization for Composite Materials, Aerospace Engineering, Civil Infrastructure, and Homeland Security 2012, p. 83471Q. , International Society for Optics and Photonics; Scientific, T. F., (2015) DataTaker Case Studies, , https://www.thermofisher.com.au/show.aspx?page=/ContentAUS/Manufacturing-Processing/Industrial-Loggers/DataTaker/Case-Studies/CaseStudies.html#tab2, [Online]. Australia. Available: [Accessed]; Soman, R. N., Onoufrioua, T., Kyriakidesb, M. A., Votsisc, R. A., Chrysostomou, C. Z., Multi-type, multi-sensor placement optimization for structural health monitoring of long span bridges (2014) Smart Structures and Systems, 14, pp. 55-70; Sun, Z., Zou, Z., Zhang, Y., Utilization of structural health monitoring in long-span bridges: Case studies (2017) Structural Control and Health Monitoring, 24, p. e1979; Webb, G., Vardanega, P. J., Middleton, C. R., Categories of SHM deployments: technologies and capabilities (2014) Journal of Bridge Engineering, 20, p. 04014118; Worden, K., Farrar, C. R., manson, G., Park, G., The fundamental axioms of structural health monitoring (2007) Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 463, pp. 1639-1664; Xu, Y. L., Xia, Y., (2011) Structural health monitoring of long-span suspension bridges, , CRC Press; Zakaria, M., Ueda, T., Wu, Z., Meng, L., Experimental investigation on shear cracking behavior in reinforced concrete beams with shear reinforcement (2009) Journal of Advanced Concrete Technology, 7, pp. 79-96",,"Yokota H.Frangopol D.M.",,"CRC Press/Balkema","10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020","11 April 2021 through 15 April 2021",,172353,,9780429279119; 9780367232788,,,"English","Bridge Maint., Saf., Manag., Life-Cycle Sustain. Innov. - Proc. Int. Conf. Bridge Maint., Saf. Manag., IABMAS",Conference Paper,"Final","",Scopus,2-s2.0-85117608921
"Kim H.-J., Sung Y.H., Kwon S.H., Kim C.Y., Park Y.S.","57844846900;57303649200;24169130800;55697743100;57305171300;","Short-medium span bridges based on full-scale experimental verifications for long life bridges",2021,"Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations - Proceedings of the 10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020",,,,"3783","3788",,,"10.1201/9780429279119-515","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85117595338&doi=10.1201%2f9780429279119-515&partnerID=40&md5=bd34828134336acc53f716a7ee115b3b","Structural Testing Center (HYSTEC), Myongji University, Gyeonggi, South Korea; Department of Civil and Environment Engineering, Myongji University, Gyeonggi, South Korea","Kim, H.-J., Structural Testing Center (HYSTEC), Myongji University, Gyeonggi, South Korea; Sung, Y.H., Structural Testing Center (HYSTEC), Myongji University, Gyeonggi, South Korea; Kwon, S.H., Department of Civil and Environment Engineering, Myongji University, Gyeonggi, South Korea; Kim, C.Y., Department of Civil and Environment Engineering, Myongji University, Gyeonggi, South Korea; Park, Y.S., Department of Civil and Environment Engineering, Myongji University, Gyeonggi, South Korea","Maintenance of deteriorated facilities is perceived as a critical social issue in advanced countries. Its cost may rapidly increase when the social consequences in terms of the asset value of the facilities are considered, along with the direct cost of maintenance. According to the ASCE Infrastructure Report Card 2017, in the United States of America, approximately 148 trillion Korean won of costs are expected for maintenance and reinforcement of deteriorated bridges aged 30 years or over. Data from Korea's Ministry of Land, Infrastructure, and Transport shows that there were 3,454 bridges aged 30 years or over in Korea in 2017, and that this number will rapidly increase to 10,961 in 2027. 30 years from now, maintenance costs will be consistently incurred for more than 32,000 old bridges in Korea. Such increasing trends are observed in the US, Japan, and in Korea. To resolve such issues, diverse studies have been conducted predicting the residual life of old bridges based on bridge performance evaluation, and also assessing the load carrying capacity of old bridges. However, criteria for reliability of bridge performance evaluation, and for objective verification of the effect of bridge reinforcement and maintenance, have yet to be established. There are two main reasons for the lack of such research. Firstly, most past studies on performance evaluation, maintenance, and reinforcement techniques, could only be performed on a limited specimen from a building element, or by small-scale simulations that struggled to fully reflect the deterioration factors of complex materials in diverse environments. Secondly, it is difficult to verify the performance evaluation of bridges, as opposed to state evaluation, quantitatively. In this research, a demolished bridge was examined directly, in order to analyze the cause of functional deterioration by conducting a fracture test and a material test. Moreover, in order to perform quantitative effect verification of the reinforcement and maintenance practices that had been used on the bridge. Direct examination of a demolished bridge is a rare opportunity, seldom seen in civil engineering research worldwide. The aim of conducting such research is to provide important basic reference data for efficient decision-making and institutional improvement, in order to provide better maintenance of old and deteriorated bridges. © 2021 Taylor & Francis Group, London",,"Bridges; Costs; Deterioration; Maintenance; Reinforcement; Asset value; Bridge performance; Experimental verification; Long life; Maintenance and reinforcements; Medium span; Performances evaluation; Social consequences; Social issues; Span bridges; Decision making",,,,,"Ministry of Land, Infrastructure and Transport, MOLIT","This research was supported by a grant (19SCIP-B128492-03) from Smart Civil Infrastructure Research Program funded by Ministry of Land, Infrastructure and Transport of Korean government.",,,,,,,,,,"Kim, G.-H., Kim, D.-J., Lim, J.-K., Park, M.-Y., Lee, M.-J, Basic Study on Bridge Asset Management Framework and LOS for Efficient Downtown Bridge Maintenance (2016) Journal of the Korea Academia-Industrial cooperation Society, 17 (5), pp. 671-679; Lee, D. H., Kim, J. Y., Ji, S.-G., Lee, S. S., Kim, J.-W., Study about the Evaluation of Bridge Asset Valuation for Maintenance (2012) International Journal of Highway Engineering, 14 (6), pp. 13-23",,"Yokota H.Frangopol D.M.",,"CRC Press/Balkema","10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020","11 April 2021 through 15 April 2021",,172353,,9780429279119; 9780367232788,,,"English","Bridge Maint., Saf., Manag., Life-Cycle Sustain. Innov. - Proc. Int. Conf. Bridge Maint., Saf. Manag., IABMAS",Conference Paper,"Final","",Scopus,2-s2.0-85117595338
"Melhem M.M., Caprani C., Zhang S., Ng A., Hodgins N.","57194439208;23767233000;57198355762;57209251071;57304546200;","Using structural reliability to decide on extreme loads accessing historical bridges",2021,"Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations - Proceedings of the 10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020",,,,"560","567",,,"10.1201/9780429279119-73","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85117572369&doi=10.1201%2f9780429279119-73&partnerID=40&md5=eb97af1c0642f14cddc68f1b387a3abe","Department of Civil Engineering, Monash University, Clayton, VIC, Australia; Department of TransportVIC, Australia","Melhem, M.M., Department of Civil Engineering, Monash University, Clayton, VIC, Australia; Caprani, C., Department of Civil Engineering, Monash University, Clayton, VIC, Australia; Zhang, S., Department of Civil Engineering, Monash University, Clayton, VIC, Australia; Ng, A., Department of TransportVIC, Australia; Hodgins, N., Department of TransportVIC, Australia","Occasionally road network agencies are tasked to permit special vehicular transport of extreme loads network access. Feasible routes are commonly limited by the safety for a highway bridge to carry such loads. Conventional bridge safety desktop assessments are conservative, possibly suggesting no feasible routes. An additional measure for rational decision-making of extreme loads accessing historical bridges is desired. This study details how state-of-the-art structural reliability methods can provide such a measure. This is discussed through a hypothetical bridge, representative of some in Australia, subject to generalized extreme vehicle loads. Through this framework, the use of structural reliability methods for such heavy vehicle bridge access decision-making is demonstrated with significant potential benefits worldwide. © 2021 Taylor & Francis Group, London",,"Highway bridges; Life cycle; Reliability; Roads and streets; Safety engineering; Bridge safety; Extreme loads; Historical bridges; Load network; Network access; Rational decision making; Reliability methods; Road network; State of the art; Structural reliability; Decision making",,,,,,,,,,,,,,,,"(2018) Implementation of a Nationally Consistent Framework for the Assessment of Bridges in Australia, , Austroads a. Sydney: Austroads; (2018) Higher Order Bridge Assessment in Australia, , Austroads b. Sydney: Austroads; Bentz, E.C., MC2010: Shear Strength of Beams and Implications of the New Approach (2010) fib Bulletin, 57, pp. 15-30; Bentz, E.C., Collins, M.P., (2009) Load- Deformation Response of Reinforced Concrete Sections, , http://www.ecf.utoronto.ca/~bentz/inter4/inter4.shtml; (2002) Procedures Required for the Assessment of Existing Highway Structures, , COST Brussels: COST; Caprani, C.C., Melhem, M.M., On the Use of MCFT per AS 5100.5 for the Assessment of Shear Capacities of Existing Structures (2019) Australian Journal of Structural Engineering, , (online); Casas, J.R., Permit Vehicle Routing Using Reliability-Based Evaluation Procedures (2000) Transportation Research Board, 1696 (1), pp. 150-157; Collins, M.P, An Adequate Theory for the Shear Strength of Reinforced Concrete Structures (2008) Magazine of Concrete Research, 60 (9), pp. 635-650; (2004) Guideline for Probability-Based Assessment of Bridges, , DRD Copenhagen: Road Directorate; (2018) Planning for Superloads, , https://www.vicroads.vic.gov.au/businessand-industry/heavy-vehicle-industry/superloads, Department of Transport Victoria; Ditlevsen, O., Model Uncertainty in Structural Reliability (1982) Structural Safety, 1, pp. 73-86; Enevoldsen, I., Practical Implementation of Probability Based Assessment Methods for Bridges (2011) Structure and Infrastructure Engineering, 7 (7-8), pp. 535-549; Foster, S.J., Calibration of Reinforced Concrete Structures Standard AS3600 Part I: Statistical Analysis of Material Properties and Model Error (2016) Australian Journal of Structural Engineering, 14 (4), pp. 242-253; Fu, G., Hag-Elsafi, O., Vehicular Overloads: Load Model, Bridge Safety and Permit Checking (2000) Journal of Bridge Engineering, 5 (1), pp. 49-57; Han, W, Characteristics and Dynamic Impact of Overloaded Extra Heavy Trucks on Typical Highway Bridges (2015) Journal of Bridge Engineering, 20 (2), p. 05014011; (2000) Probabilistic Model Code - Part 3, , JCSS Copenhagen: Joint Committee on Structural Safety; Lenner, R., Sykora, M., Partial factors for loads due to special vehicles on road bridges (2016) Engineering Structures, 106, pp. 137-146; Melchers, R.E., Beck, A.T., (2017) Structural Reliability Analysis and Prediction, , Chichester: John Wiley & Sons; Melhem, M.M., Caprani, C., Stewart, M. G., Model Error for Australian Code Shear Capacity of Concrete Structures (2020) 25th Australasian Conference on the Mechanics of Structures and Materials, pp. 327-336. , Brisbane, Australia, Springer; Melhem, M.M., (2019) A Structural Reliability Approach for the Management of Heavy Vehicle Access on Highway Bridge Networks, , PhD Thesis. Monash University (in review); Melhem, M.M., (2020) Bridge Safety Assessment Beyond Deterministic Methods: An Australian Perspective, , IABMAS 2020, Sapporo; Myers, R.H., (2016) Response Surface Methodology: Process and Product Optimization Using Designed Experiments, , 4th ed. Wiley; Nowak, A.S, Collins, K.R., (2013) Reliability of Structures, , Boca Raton: CRC Press; O'Connor, A., Enevoldsen, I., Probability Based Modelling and Assessment of an Existing Post-Tensioned Concrete Slab Bridge (2008) Engineering Structures, 30 (5), pp. 1408-1416; Olalusi, O. B., Viljoen, C., Model Uncertainties and Bias in SHEAR Strength Predictions of Slender Stirrup Reinforced Concrete Beams (2019) Structural Concrete, , (online); Rakoczy, A.M., Nowak, A.S., Reliability-Based Sensitivity Analysis for Prestressed Concrete Girder Bridges (2013) PCI Journal, 59 (4), pp. 129-130; (2017), Standards Australia AS 5100-2017: Bridge Design Sydney: Standards Australia; (2017) AS 5104-2017/ISO 2394-2015: General Principles on Reliability for Structures, , Standards Australia Sydney: Standards Australia; Vecchio, F.J., Collins, M.P., Modified Compression-Field Theory for Reinforced Concrete Elements Subjected To Shear (1986) Journal of the American Concrete Institute, 83 (2), pp. 219-231; Wiśniewski, D, Probability-Based Assessment of Existing Concrete Bridges-Stochastic Resistance Models and Applications (2009) Structural Engineering International, 19 (2), pp. 203-210; Wiśniewski, D.F., Casas, J.R., Ghosn, M., Codes for Safety Assessment of Existing Bridges-Current State and Further Development (2012) Structural Engineering International, 22 (4), pp. 552-561; Wiśniewski, D.F., Probabilistic Models for Mechanical Properties of Concrete, Reinforcing Steel and Pre-Stressing Steel (2012) Structure and Infrastructure Engineering, 8 (2), pp. 111-123; Zhang, S, (2020) Use of structural health monitoring for assessing historical bridges under heavy loads, , IABMAS 2020, Sapporo",,"Yokota H.Frangopol D.M.",,"CRC Press/Balkema","10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020","11 April 2021 through 15 April 2021",,172353,,9780429279119; 9780367232788,,,"English","Bridge Maint., Saf., Manag., Life-Cycle Sustain. Innov. - Proc. Int. Conf. Bridge Maint., Saf. Manag., IABMAS",Conference Paper,"Final","",Scopus,2-s2.0-85117572369
"Fantilli A.P., Chiaia B.","6602264116;56219530100;","The strength of concrete in historical bridges",2021,"Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations - Proceedings of the 10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020",,,,"3825","3834",,,"10.1201/9780429279119-522","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85117571900&doi=10.1201%2f9780429279119-522&partnerID=40&md5=156f923c5be379e29f3aab98fd1d8ee7","Politecnico di Torino, DISEG, Torino, Italy","Fantilli, A.P., Politecnico di Torino, DISEG, Torino, Italy; Chiaia, B., Politecnico di Torino, DISEG, Torino, Italy","To assess the performances of existing Reinforced Concrete (RC) bridges, the current structural analyses need the definition of material properties, and in particular of concrete strength. Such parameter is usually measured by means of destructive tests on concrete cores drilled form a bridge, or by means of indirect non-destructive analyses, such as the acoustic techniques or the rebound hammer test. Nevertheless, in several cases, a rough estimation of the compressive strength of concrete is sufficient, without performing any test on the structures. This is the case of some historical RC bridges, which date back to the early ages of last Century and are currently in service in Italy. Accordingly, the strength-for-year curves have been introduced to calculate the average strength (and the percentiles) of a concrete cast in a specific year. They are based on the results of tests performed on concrete cubes, and stored in a database available at the Politecnico di Torino (Italy). The use of the strength-for-year curves improves the effectiveness of the rapid assessment procedures. As a result, the priorities of retrofitting, necessary to mitigate the risks associated with the prolonged service of RC bridges, can be better identified. © 2021 Taylor & Francis Group, London",,"Bridges; Life cycle; Maintenance; Reinforced concrete; Safety engineering; 'current; Concrete core; Concrete strength; Destructive tests; Existing reinforced concrete; Historical bridges; Non-destructive analysis; Performance; Reinforced concrete bridge; Strength of concrete; Compressive strength",,,,,"Ministero dell’Istruzione, dell’Università e della Ricerca, MIUR","The present research has been financially supported by the Italian Ministry of University and Research (PRIN 2015). The authors would like to thank the road management sector of Provincia di Cuneo, and in particular Eng. Erik Ferraro, for sharing the data of destructive tests performed on Bridge #1 and Bridge #2.",,,,,,,,,,"(2018) The Manual for Bridge Evaluation, , AASHTO (American Association of State Highway and Transportation Officials) Washington D.C.: AASHT, 3rd Edition; Breysse, D., Nondestructive evaluation of concrete strength: An historical review and a new perspective by combining NDT methods (2012) Construction and Building Materials, 33, pp. 139-163; (2009) EN 12390-3: Testing hardened concrete - Part 3: compressive strength of test specimens, , CEN (European Committee for Standardization) Brussels: European Committee for Standardization; Dolce, M., Kappos, A., Masi, A., Penelis, G., Vona, M., Vulnerability assessment and earthquake damage scenarios of the building stock of Potenza (Southern Italy) using Italian and Greek methodologies (2006) Engineering Structures, 28, pp. 357-371; Fantilli, A. P., Frigo, B., Chiaia, B., Retrofit and conservation of historical concrete buildings in Turin (Italy) (2015) XIII International Forum HERITAGE and TECHNOLOGY - Mind Knowledge Experience, pp. 158-165. , C. Gambardella (ed), Capri, Italy, 11-13 June, 2015; Fantilli, A. P., Ferraro, E., The strength of concrete cast in the first half of XX Century (2018) Proceedings of the Italian Concrete Days, , Lecco, Italy, 13-16 June, 2018; Fantilli, A. P., Frigo, B., Chiaia, B., A simplified approach to the evaluation of the strength of old concrete (2018) Proceedings of the Institution of Civil Engineers - Construction Materials, 171 (6), pp. 257-266; (2013) Model Code for Concrete Structures 2010, , fib (Fédération internationale du béton) Ernst & Sohn GmbH & Co. KG; Giannini, R., Sguerri, L., Paolacci, F., Alessandri, S., Assessment of concrete strength combining direct and NDT measures via Bayesian inference (2014) Engineering Structures, 64, pp. 68-77; Glanz, J., Pianigiani, G., White, J., Patanjali, K., Genova Bridge Collapse: The Road to Tragedy (2018) The New York Times, , https://www.nytimes.com/interactive/2018/09/06/world/europe/genoa-italy-bridge.html, September 6, 2018. On line at; Hilsdorf, H.K., Brameshuber, W., Code-type formulation of fracture mechanics concepts for concrete (1991) International Journal of Fracture, 51, pp. 61-72; Lee, G.C., Mohan, S.B., Huang, C., Fard, B. N., A Study of U.S. Bridge Failures (1980-2012), , http://mceer.buffalo.edu/pdf/report/13-0008.pdf, 2103. Technical Report MCEER 13-0008, University at Buffalo. On line at; Peiris, A., Hudson, J., Harik, I., Load testing and rating of the KY 220 road bridge (2018) The Sixth International Symposium on Life-Cycle Civil Engineering (IALLCE 2018), pp. 161-167. , Caspeele, Taerwe, and Frangopol (Eds), Ghent, Belgium, 28-31 October 2018; Proske, D., (2018) Bridge Collapse Frequencies versus Failure Probabilities, , Berlin: Springer; Wardhana, K., Hadipriono, F.C., Analysis of Recent Bridge Failures in the United States (2003) ASCE Journal of Performance of Constructed Facilities, 17 (3), pp. 144-150; (2006) Child Growth Standards, , http://www.who.int/childgrowth/standards/Technical_report.pdf, WHO (World Health Organization) Geneva: WHO Press. Online at",,"Yokota H.Frangopol D.M.",,"CRC Press/Balkema","10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020","11 April 2021 through 15 April 2021",,172353,,9780429279119; 9780367232788,,,"English","Bridge Maint., Saf., Manag., Life-Cycle Sustain. Innov. - Proc. Int. Conf. Bridge Maint., Saf. Manag., IABMAS",Conference Paper,"Final","",Scopus,2-s2.0-85117571900
"Vincitorio F.M., Bolla G., Flores A., Gómez-Coronel M., López A.J., Ramil A.","22958869900;36995344700;57226795646;57226795729;55697914500;6603288161;","A novel method based on digital holographic interferometry (DHI) to in situ register the dynamic behavior of concrete 20th century building heritage",2021,"Proceedings of SPIE - The International Society for Optical Engineering","11784",,"117840G","","",,,"10.1117/12.2592112","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85112729577&doi=10.1117%2f12.2592112&partnerID=40&md5=735a522cbfc6c5e1db7f808e4159e537","Universidad Tecnológica Nacional, Facultad Regional Paraná, Almafuerte 1033, Paraná, 3100, Argentina; Universidade da Coruña, Escola Politécnica Superior, Ferrol, 15471, Spain","Vincitorio, F.M., Universidad Tecnológica Nacional, Facultad Regional Paraná, Almafuerte 1033, Paraná, 3100, Argentina; Bolla, G., Universidad Tecnológica Nacional, Facultad Regional Paraná, Almafuerte 1033, Paraná, 3100, Argentina; Flores, A., Universidad Tecnológica Nacional, Facultad Regional Paraná, Almafuerte 1033, Paraná, 3100, Argentina; Gómez-Coronel, M., Universidad Tecnológica Nacional, Facultad Regional Paraná, Almafuerte 1033, Paraná, 3100, Argentina; López, A.J., Universidade da Coruña, Escola Politécnica Superior, Ferrol, 15471, Spain; Ramil, A., Universidade da Coruña, Escola Politécnica Superior, Ferrol, 15471, Spain","In the last 100 years concrete and steel have been the most common building materials, that is the reason why they constitute the core of the structures on which the architecture of the 20th's century is based. Both materials present high resistance and durability but the recent collapse of Minardi Bridge in Italy shows that it is absolutely necessary to carry out real-time monitoring of the conservation status of concrete. In this sense, the building of the Agencia Impositiva Federal (A.F.I.P.) which is located in the city of Paraná, built in the 70s, represents a clear example of brutalist architecture in Argentina. After 40 years of its construction and during remodelling tasks, serious problems in the concrete structures were discovered that forced the evacuation of the building. In order to develop an in situ monitoring system that allows the premature detection of structural problems in 20th's century heritage buildings, it was implemented an innovative scheme based on digital holographic interferometry (DHI) which includes a semiconductor laser, optical fibre and and ah hoc plastic support made by 3D printing. This system was tested on concrete specimens sujected to dynamic loads in the range of 1 × 103 kg to 28 × 103 kg using an Amsler hydraulic press. Results, though preliminary, showed that it is possible to measure in situ the radial deformation of normalised cylindrical specimens under pressure loads and indicated that this low cost, novel DHI set up, could be applied in situ, as a preventive conservation method, to detect cracks and other defects in monumental concrete works. © 2021 SPIE · CCC code: 0277-786X/21/$21","3D printing; Concrete; Cultural heritage; Digital holographic interferometry; In situ measurement","3D printers; Architecture; Conservation; Dynamic loads; History; Holographic interferometry; Holography; Interferometry; Memory architecture; Optical fibers; Conservation status; Cylindrical specimens; Digital holographic interferometry; In- situ monitoring; Preventive conservation; Radial deformation; Real time monitoring; Structural problems; Concretes",,,,,,"To Arquitect Mariela Doce Pestuggia who has collaborated with the historical and architectural review of the A.F.I.P. building.",,,,,,,,,,"Casado López, G., Reflexión crítica sobre el brutalismo (2019) Arquitectura y Urbanismo, XL (2), pp. 5-20; Valin, J. L., Gonçalves, E., Palacios, F., Pérez, J. R., Methodology for analysis of displacement using digital holography (2005) Optics and Lasers in Engineering, 43, pp. 99-111. , (1); Suzuki, S., Recording caustic images by phase-shifting digital holography (2006) Optical Engineering, 45, p. 115802. , (11); Guo, R. X., Fan, Z. B., Qin, H. Y., Xu, X., Li, J. C., Measurement of out-of-plane displacement with a digital real-time holography (2007) 3rd International Symposium on Advanced Optical Manufacturing and Testing Technologies: Optical Test and Measurement Technology and Equipment 6723, 67230V, SPIE, , (12); Guo, R. X., Xia, H. T., Fan, Z. B., Yang, B. C., Li, J. C., He, T. C., Research on collective cracks' strain field with digital real-time holography (2009) 4th International Symposium on Advanced Optical Manufacturing and Testing Technologies: Optical Test and Measurement Technology and Equipment 7283, p. 72833T. , SPIE (5); Maaboud, N. F. A., El-Bahrawi, M. S., Abdel-Aziz, F., Digital holography in flatness and crack investigation (2010) Metrology and Measurement Systems, 17, pp. 583-588; Sheoran, G., Sharma, S., Shakher, C., Monitoring of drying process and cracking/disbonding of paints using lensless fourier transform digital holography (2011) Optics and Lasers in Engineering, 49 (1), pp. 159-166; Kosma, K., Andrianakis, M., Hatzigiannakis, K., Tornari, V., Digital holographic interferometry for cultural heritage structural diagnostics: A coherent and a low-coherence optical set-up for the study of a marquetry sample (2018) Strain, 54, p. e12263. , (jun); Mariani, F., Savoia, A. S., Caliano, G., An innovative method for in situ monitoring of the detachments in architectural coverings of ancient structures (2020) Journal of Cultural Heritage, 42, pp. 139-146. , (mar); Tornari, V., Pedrini, G., Osten, W., Remote photonic metrology in the conservation of Cultural Heritage (2013) Proceedings of SPIE - The International Society for Optical Engineering, p. 8790; Borg, B., Dunn, M., Ang, A., Villis, C., The application of state-of-the-art technologies to support artwork conservation: Literature review (2020) Journal of Cultural Heritage, 44, pp. 239-259. , (jul); Trivedi, V., Mahajan, S., Joglekar, M., Chhaniwal, V., Zalevsky, Z., Javidi, B., Anand, A., 3D printed hand-held refractometer based on laser speckle correlation (2019) Optics and Lasers in Engineering, 118, pp. 7-13. , (jul); Bird, D. T., Ravindra, N. M., Additive Manufacturing of Sensors for Military Monitoring Applications (2021) Polymers, 13, p. 1455. , (apr); Tornari, V., On development of portable digital holographic speckle pattern interferometry system for remote-access monitoring and documentation in art conservation (2019) Strain, 55, p. e12288. , (apr); Pedrini, G., (2015) Handbook of Optical Metrology: Principles and Applications, , ch. Holography, CRC Press, 2nd ed; Vincitorio, F., Bahuer, L., Fiorucci, M., Lopez, A., Ramil, A., Improvement of crack detection on rough materials by digital holographic interferometry in combination with non-uniform thermal loads (2018) Optik, , (feb)","Vincitorio, F.M.; Universidad Tecnológica Nacional, Almafuerte 1033, Argentina; email: fabiovincitorio@frp.utn.edu.ar","Liang H.Groves R.","The Society of Photo-Optical Instrumentation Engineers (SPIE)","SPIE","Optics for Arts, Architecture, and Archaeology VIII 2021","21 June 2021 through 25 June 2021",,170910,0277786X,9781510644021,PSISD,,"English","Proc SPIE Int Soc Opt Eng",Conference Paper,"Final","",Scopus,2-s2.0-85112729577
"Stojanović A.J., Šerić N.","57202854657;35335464100;","Valorization and Promotion of Montenegrin Bridges Through Implementation of ICT Technologies",2021,"Lecture Notes in Mechanical Engineering",,,,"87","93",,,"10.1007/978-981-16-0909-1_10","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85112672518&doi=10.1007%2f978-981-16-0909-1_10&partnerID=40&md5=b123de08e80b9e9ed9cca9f2165c5b15","Faculty of Culture and Tourism, University of Donja Gorica, Podgorica, Montenegro; Faculty of Economics, Business and Tourism, University of Split, Split, Croatia","Stojanović, A.J., Faculty of Culture and Tourism, University of Donja Gorica, Podgorica, Montenegro; Šerić, N., Faculty of Economics, Business and Tourism, University of Split, Split, Croatia","Cultural heritage has important role for one nation and because of that it should be adequately preserved, protected, valorized, and promoted. This is extremely important in the era of the globalization in which global dominates over national/local. Important segment of cultural heritage are bridges which are extremely valuable from many different points of view such as historical, cultural, architectural, and artistic. Today, there are many bridges all around the world that attract people by fascinating works of arts and impressive feats of engineering, beautiful landscapes, unforgettable experiences, mysterious stories from the past, etc., and a lot of them became famous tourist attractions. In Montenegro, there are a lot of bridges built in different culture-historical periods of the past, with beautiful architecture, breath-taking scenery romantic legends and fairy tales connected to their past, but most of them are neither adequately preserved nor valorized. We strongly believe that they represent huge potential for tourist and cultural valorization and because of that we propose the innovative concept based on implementation of modern ICT technologies through creation of mobile applications, implementation of different digital tools, virtual and augmented reality, gamification, etc., which would make Montenegrin bridges particular destination icons. That concept would improve the process of preservation and protection of Montenegrin bridges and their promotion on international tourist market and contribute to creation of new tourist products and diversification and differentiation of tourist offer as well as to the sustainable development of destination itself. © 2021, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.","Bridges; Cultural heritage; ICT technologies; Promotion; Valorization","Augmented reality; Bridges; Historic preservation; Concept-based; Cultural heritages; Fairy tales; Globalisation; Historical periods; ICT technology; Promotion; Tourist attractions; Valorisation; Work of art; Digital devices",,,,,,,,,,,,,,,,"Vecco, M., A definition of cultural heritage: From the tangible to the intangible (2010) J. Cult. Heritage, 11 (3), pp. 321-324; Jakšić-Stojanović, A., Šerić, N., (2018) Montenegrin Lighthouses as Destination Icons, , Univerzitet Mediteran, Podgorica; Council of Europe: National Policy Report for Montenegro. https://www.coe.int/en/web/herein-system/montenegro, 2020/04/01; (2006) Stanje Kulturne baštine U Crnoj Gori, , Malbaša, P., (ed.), Ministarstvo kulture i medija, Podgorica; Jakšić-Stojanović, A., Gošović, A., New aestetic relations in architecture and cultural heritage through implementation of live sound effects on exterior of buildings (2019) Proceedings of 8Th Mediterranean Conference on Embedded Computing (MECO), IEEE; Ott, M., Pozzi, F., ICT and cultural heritage education: Which added value? (2008) Emerging Technologies and Information Systems for the Knowledge Society. Proceedings of First World Summit on the Knowledge Society, pp. 131-138. , Lytras, M.D., Carroll, J.M., Damiani, E., Tennyson, R.D. (eds.), pp. , Springler-Verlag, Berlin-Heidelberg; Scientific and Cultural Organization: Charter on the Preservation of the Digital Heritage, , https://unesdoc.unesco.org/ark:/48223/pf0000179529.page=2. Last accessed 2020/04/05; Aziz, K.A., Siang, T.G., Virtual reality and augmented reality combination as a holistic application for heritage preservation in the UNESCO world heritage site of Melaka (2014) Int. J. Soc. Sci. Humanity, 4 (5); Ozdemir, E., Kilic, S., Augmented reality: Applications and implications for tourism (2017) Handbook of Research on Technological Developments for Cultural Heritage and Etourism Applications, , Rodrigues, M.F.J., et al. (eds.) , IGI Global, USA; Figueiredo, M., Bernardes, P.J., Rodrigues, I.J.J., Goncalves, C., A Framework supported by modeling and virtual/augmented reality for the preservation and dynamization of archeological-historical sites (2017) Handbook of Research on Technological Developments for Cultural Heritage and Etourism Applications, , Rodrigues, M.F.J., et al. (eds.) , IGI Global, USA; Hurmuzlu, Y., Nwokaj, D.I.O., The Mechanical Systems Design Handbook: Modeling, Measurement and Control (2002) CRC Press, Taylor & Francis Group","Stojanović, A.J.; Faculty of Culture and Tourism, Montenegro; email: andjela.Jaksic@udg.edu.me","Patnaik A.Kozeschnik E.Kukshal V.",,"Springer Science and Business Media Deutschland GmbH","International Conference on Advances in Materials Processing and Manufacturing Applications, iCADMA 2020","5 November 2020 through 6 November 2020",,261699,21954356,9789811609084,,,"English","Lect. Notes Mech. Eng.",Conference Paper,"Final","",Scopus,2-s2.0-85112672518
"Melón J.M.V., Miranda Á.R., Aguirre G.E., García B.","57220087924;57218270667;57216396116;9038922700;","Monitoring and averting secondary collapse mechanisms in already ruined historic bridges by means of metric values obtained from archival photographs and the geometric analysis of the intrados [Auscultación y prevención de mecanismos secundarios de colapso en puentes históricos en ruinas mediante el uso de valores métricos obtenidos de fotografías de archivo y el análisis geométrico del intradós]",2021,"Informes de la Construccion","73","562",,"1","11",,,"10.3989/ic.75206","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85111513813&doi=10.3989%2fic.75206&partnerID=40&md5=703c4f6b44f5f89e25b5515e018d0bc6","Patrimonio Construido (GPAC), Departamento de Ingeniería Minera, Metalúrgica y Ciencias de los Materiales, Universidad del País Vasco/Euskal, Herriko Unibertsitatea (UPV/EHU), Vitoria-Gasteiz, Spain; Patrimonio Construido (GPAC), Departamento de Matemática Aplicada, Universidad del País Vasco/Euskal, Herriko Unibertsitatea (UPV/EHU), Vitoria-Gasteiz, Spain; Patrimonio Construido (GPAC), Universidad del País Vasco/Euskal, Herriko Unibertsitatea (UPV/EHU), Vitoria-Gasteiz, Spain; Departamento de Ingeniería Minera, Metalúrgica y Ciencias de los Materiales, Universidad del País Vasco/Euskal, Herriko Unibertsitatea (UPV/EHU), Vitoria-Gasteiz, Spain","Melón, J.M.V., Patrimonio Construido (GPAC), Departamento de Ingeniería Minera, Metalúrgica y Ciencias de los Materiales, Universidad del País Vasco/Euskal, Herriko Unibertsitatea (UPV/EHU), Vitoria-Gasteiz, Spain; Miranda, Á.R., Patrimonio Construido (GPAC), Departamento de Matemática Aplicada, Universidad del País Vasco/Euskal, Herriko Unibertsitatea (UPV/EHU), Vitoria-Gasteiz, Spain; Aguirre, G.E., Patrimonio Construido (GPAC), Universidad del País Vasco/Euskal, Herriko Unibertsitatea (UPV/EHU), Vitoria-Gasteiz, Spain; García, B., Departamento de Ingeniería Minera, Metalúrgica y Ciencias de los Materiales, Universidad del País Vasco/Euskal, Herriko Unibertsitatea (UPV/EHU), Vitoria-Gasteiz, Spain","This text describes a methodology for the geometric monitoring of abandoned bridges. In order to define the actual state and to monitor the evolution over time it is proposed the use of digital elevation models of the intrados and archival photographs. On the one hand, the digital elevation models might jointly notice the presence of a varied range of conditions in a simple way; therefore, no prior knowledge regarding the active dynamics of the bridge is necessary and, thus, it is a valuable option for preliminary studies, in which only scarce information on this regard is available. On the other hand, the usefulness of stock photographs is analyzed too, in particular, showing the evolution of the case study through the comparison of images taken 50 and 30 years ago. © 2021 CSIC. This is an open-access article distributed under the terms of the Creative Commons Attribution 4.0 International (CC BY 4.0) License.","bridge; geometric monitoring; intrados; photogrammetry",,,,,,,"The authors would like to thank, firstly, to José Gabriel Moya Valgañon and to Begoña Arrúe Ugarte for the cession of the pictures from 1970 and 1990, likewise, we would like to express our gratitude to Jesús María González Menorca (city architect of Logroño in charge of the area of rehabilitation) and to José Miguel Mateo Valerio (engineer of the regional government of La Rioja and chief of the area of construction and maintenance of civil works) for the information about the works done in the bridge and their useful insight on this issue. Finally, to the Instituto de Estudios Riojanos (Government of La Rioja) which funded the photogrammetric record of the bridge as part of the public call of grants “Planes 2017”.",,,,,,,,,,"(2009) Guía de inspecciones básicas de obras de paso, , (1) Ministerio de Fomento Madrid: Ministry of Public Works and Transport; (2012) Guía para la realización de inspecciones principales de obras de paso en la Red de Carreteras del Estado, , (2) Ministerio de Fomento, Madrid: Ministry of Public Works and Transport; Plasencia-Lozano, P., Puentes, sociedad e ingeniería (2014) Informes de la Construcción, 66 (535), p. e032. , http://dx.doi.org/10.3989/ic.13.041, (3); Martin, M.A., Moya, J.G., El puente de Mantible (1972) Estudios de Arqueología Alavesa, 5, pp. 165-182. , (4); Moreno Gallo, I., ¿Es romano el puente Mantible? 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G; Markiewicz, J., Zawieska, D., Podlasiak, P., Comparing multi-source photogrammetric data during the examination of verticality in a monumental tower (2017) The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences – ISPRS Archives, XLII-2/W3, pp. 475-480. , http://dx.doi.org/10.5194/isprs-archi-ves-XLII-2-W3-475-2017, (40); Kouimtzoglou, T., Stathopoulou, E. K., Agrafotis, P., Georgopoulos, A., Image-based 3D reconstruction data as an analysis and documentation tool for architects: The case of Plaka bridge in Greece (2017) The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences – ISPRS Archives, XLII-2/W3, pp. 391-397. , http://dx.doi.org/10.5194/isprs-archives-XLII-2-W3-391-2017, (41); Maiwald, F., Generation of a benchmark dataset using historical photographs for an automated evaluation of diferent feature matching methods (2019) The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences – ISPRS Archives, XLII-2/W13, pp. 87-94. , https://doi.org/10.5194/isprs-archi-ves-XLII-2-W13-87-2019, (42); Williamson, J.R., Brill, M.H., (1990) Dimensional analysis through perspective. A reference manual, , (43) Dubuque (Iowa): American Society for Photogrammetry and Remote Sensing; Rodríguez Miranda, A., Valle Melón, J.M., Recovering old stereoscopic negatives and producing digital 3D models of former appearances of historic buildings (2017) The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences – ISPRS Archives, 42 (2W3), pp. 601-609. , http://dx.doi.org/10.5194/isprs-archi-ves-XLII-2-W3-601-2017, (44); (2019) Informe de inmersión: inspección de la base de la pila norte del arco de la margen derecha del puente de Mantible, , (45) CIOMAR Technical report committed by the city council of Logroño","Melón, J.M.V.; Patrimonio Construido (GPAC), Spain; email: jm.valle@ehu.eus",,,"CSIC Consejo Superior de Investigaciones Cientificas",,,,,00200883,,,,"English","Inf. Constr.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85111513813
"Guisasola M.","56646306800;","Legarreta Bridge Pedestrian Enlargement in Villabona, Spain",2021,"Structural Engineering International","31","3",,"406","409",,,"10.1080/10168664.2020.1813676","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85102583431&doi=10.1080%2f10168664.2020.1813676&partnerID=40&md5=b75334a70776e79f9dd18771033f2786","Civil Engineer, ANTA IC, San Sebastián, Spain","Guisasola, M., Civil Engineer, ANTA IC, San Sebastián, Spain","The expansion of the SACEM bridge located in Villabona is a lightweight work and consists of attaching a weathering steel structure to each edge of the deck in order to extend the original width for allowing the uses for cyclist and pedestrians. The main feature of the work is its steel “V” piles, which allow the structure's span to be shortened, thus achieving a stylised appearance. The expansion of the bridge platform allows its functionality to be expanded: before it was a road-use bridge, and now it is highly appreciated by pedestrians and cyclists. A small operation has greatly improved the appearance of the bridge, improves its durability and extends its life. An ordinary structure used only by vehicles becomes a bridge appreciated by society thanks to its elegant appearance and its new cycling and pedestrian use. © 2021 International Association for Bridge and Structural Engineering (IABSE).","expansion; historic bridge; pedestrian; rehabilitation; weathering steel","Expansion; Ordinary structures; Pedestrian use; Weathering steel",,,,,,,,,,,,,,,,,"Guisasola, M.; Civil Engineer, Spain; email: mgr@anta-ic.com",,,"Taylor and Francis Ltd.",,,,,10168664,,,,"English","Struct Eng Int J Int",Article,"Final","",Scopus,2-s2.0-85102583431
"Lei J.-Q., Wang W.-Q.","36956018400;36603562800;","Study on prevention and safety countermeasures of bridge risk accidents",2021,"IABSE Conference, Seoul 2020: Risk Intelligence of Infrastructures - Report",,,,"251","255",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85101674973&partnerID=40&md5=25c3f5f9e23c4600602f04b222e2d934","School of Civil Engineering, Beijing Jiaotong University, Beijing Jiaotong University, Shangyuancun 3#, Haidian District, Beijing, China; China Communications Construction Group Co., Ltd., Desheng International Center, No.85, Deshengmenwai Street, Xicheng District, Beijing, China","Lei, J.-Q., School of Civil Engineering, Beijing Jiaotong University, Beijing Jiaotong University, Shangyuancun 3#, Haidian District, Beijing, China; Wang, W.-Q., School of Civil Engineering, Beijing Jiaotong University, Beijing Jiaotong University, Shangyuancun 3#, Haidian District, Beijing, China, China Communications Construction Group Co., Ltd., Desheng International Center, No.85, Deshengmenwai Street, Xicheng District, Beijing, China","We do research and classification the current situation of bridge risk accidents at home and abroad, which are mainly caused by natural factors, including natural disasters such as earthquake, flood, debris flow, typhoon and other natural disasters; and human factors, Including design factors, construction factors, operation management factors, overload factors, collision factors (ship collision and vehicle collision) and other factors for the damage of the bridge; aiming at the typical case analysis of collapse risk of multiple bridges. There are summarizes the experience and lessons of bridge risk accidents, puts forward safety countermeasures and methods to prevent risks, emphasizes the importance of bridge life cycle design, construction and maintenance management to prevent risks, and puts forward useful safety measures and suggestions. © 2021 IABSE Conference, Seoul 2020: Risk Intelligence of Infrastructures - Report. All rights reserved.","Accident prevention; Cause analysis; Diseases of old bridges; Human risk; Natural risk; Safety countermeasures","Accidents; Bridges; Life cycle; Risk assessment; Construction factor; Current situation; Maintenance management; Natural disasters; Operation management; Safety countermeasures; Typical case analysis; Vehicle collisions; Disasters",,,,,,,,,,,,,,,,"The Ministry of transport issued the statistical bulletin of transport industry development in 2019 on May 12, 2020; Qiao, Liang, We are in action to save dangerous bridges (2004), (1). , [J]. Beijing: Highway Transport Abstracts (bridges); Liu, Lixin, Introduction to national bridge inspection procedures in the United States (2005), 25, pp. 26-30. , Beijing: Municipal Technology [J]. (Supplement); (1987) History of railway bridges in China [M], pp. 1-100. , Beijing: China Railway Press; Liu, Xiaoyao, Jian, Cai, Liu, editor, (2002) Bridge damage diagnosis [M], 7, pp. 150-16. , Beijing: People's Communications Press; Fang, Qin Han, Fracture prevention of steel bridges [a] (2000) Proceedings of the ninth annual meeting of the Chinese society of civil engineering [C], 5, pp. 126-131. , Beijing: China Water Conservancy and Hydropower Press; Wang, Wentao, (1997) Cable replacement engineering of cable stayed bridge [M], 12, pp. 5-9. , Beijing: People's Communications Press; Zhou, Jianting, Zheng, Dan, strategic thinking on ensuring bridge safety in China [J] (2017) China Engineering Science, 19 (6); Lei, Junqing, (2015) Theory and application of long span bridge structure [M], , 2nd Edition. Beijing: Tsinghua University Press, Beijing Jiaotong University Press; Junqing, Lei, Detection, evaluation and maintenance of highway suspension bridges (2017), China highway, 2017-3 (-487); Junqing, Lei, Chaoyi, Xia, Xiaoming, Peng, research and application of fire prevention and disaster reduction mechanism of concrete bridges (2008) Proceedings of National Symposium on reinforcement, reconstruction and evaluation of existing bridges in 2008, , edited by Southeast University, Academy of highway science, Ministry of communications, people's Communications Press, Nanjing, November","Lei, J.-Q.; School of Civil Engineering, Shangyuancun 3#, Haidian District, China; email: jqlei@bjtu.edu.cn",,"Cable Bridge;et al.;Hoban E and C;Hyundai Engineering and Construction;SK E and C;Yooshim Engineering Corporation","International Association for Bridge and Structural Engineering (IABSE)","IABSE Conference Seoul 2020: Risk Intelligence of Infrastructures","9 November 2020 through 10 November 2020",,166862,,9783857481758,,,"English","IABSE Conf., Seoul: Risk Intell. Infrastructures - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85101674973
"Okonchenko O., Kramarchuk K., Milchevych S.","57221016056;57220996983;57220996125;","Architecture of defensive gates of Western Ukraine castles in the 16th – 17th centuries",2020,"IOP Conference Series: Materials Science and Engineering","960","2","022104","","",,,"10.1088/1757-899X/960/2/022104","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85098002733&doi=10.1088%2f1757-899X%2f960%2f2%2f022104&partnerID=40&md5=4ec2b6b3edb6ed6ca88c02c3c6e23235","Department of Design and Architecture, Fundamentals., Lviv Polytechnic National University, 12 Bandera street., Lviv, Ukraine","Okonchenko, O., Department of Design and Architecture, Fundamentals., Lviv Polytechnic National University, 12 Bandera street., Lviv, Ukraine; Kramarchuk, K., Department of Design and Architecture, Fundamentals., Lviv Polytechnic National University, 12 Bandera street., Lviv, Ukraine; Milchevych, S., Department of Design and Architecture, Fundamentals., Lviv Polytechnic National University, 12 Bandera street., Lviv, Ukraine","On the territory of Ukraine there have been preserved a number of castles which as relics of cultural heritage are attractive tourist landmarks. In modern information sphere, alongside great number of historical-descriptive sources on the castles of Ukraine, there is a market lack for the results of comparative and typological analysis of their defensive structures. In particular, investigation of the architecture of the castle entrance junctions as predominant structures of the castle complexes reflecting its representative and defensive functions is topical. The objectives of the investigation are: to determine the state of preservation of entrance gates in the castles of the 16th − 17th centuries in Western Ukraine; to define forming preconditions and factors in the period of their military functioning and after it; to identify and describe types of volumetric-spatial characteristics of the castle gates on the basis of the patterns of the systems of defensive structures organization formed in the history of military art; to characterize elements of entrance junctions (structures in front of the gates, external fortifications, lifting bridges) and external decoration of gate structures. As a result of the investigation, the degree of entrance gates preservation has been found. We have discovered that out of the whole range of castles functioning as defensive structures in the mid – 16th − 17th centuries in the western region of Ukraine only in the 9 of them there are gates with the integral volumetric-spatial structure operating as part of museum complexes and other public buildings; 8 gates are in ruins, still they have preserved volumetric-spatial structure; other 7 castle gates have preserved only separate fragments as part of the later structures or as ruins. Five variants of volumetric-spatial structure of the gates have been defined and analyzed. Relying on the structural analysis of the preserved gates and historical sources, we have found out that within the period of the 16th − 17th centuries when application of the firearms on the investigated territory was widespread, in the castles along with the prevailing number of structures characteristic of the bastion DS (defence system) there continued to function separate earlier structures peculiar to the tower and bastei DS. This is explained by the fact that some castles were laid down before the investigated period, which offers possibility of further investigation with the aim of going into the constructional history of the examined castles. © 2020 Institute of Physics Publishing. All rights reserved.",,,,,,,,,,,,,,,,,,"Cholowski, A., Dawne zamki I twierdze na Rusi halickiej (1892) Teka konserwatorska, pp. 65-132. , [Former castles and fortresses in Halych Rus], Lwow; Logvyn, H., (1968) Стародавні мистецькі пам’ятки” [In Ukraine. Ancient art monuments], , Kyiv: Mystetstvo, 462; Matsuk, O., (1997) Замки і фортеці Західної України” [Castles and Fortresses of Western Ukraine], , Lviv: Center of Europe, 160; Aftanazy, R., Dzieje rezydencji na dawnych kresach Rzeczypospolitey History of the residence in the former frontier of the Polish-Lithuanian Commonwealth, 5-9, pp. 1994-1997. , Wroclaw; Pilarchyk, Z., Fortyfikacje na ziemiach koronnych Rzeczypospolitej w XVII w (1997) Fortifications in the crown lands of the Commonwealth in the 17th c.], p. 370. , [Poznań: In-t historii UAM; Adamchyk, Y., Fortyficacje stałe na polskim przedmurzu od połowy XV do końca XVII wieku (2004) Permanent fortifications in the Polish frontier from the mid-15th to the end of the 17th century], p. 250. , [Kielce: Wydaw. PŚ; Pshyk, V., Укріплені міста, замки, оборонні двори та інкастельовані сакральні споруди Львівщини ХІІІ–XVІІІ ст (2008) Fortified cities, castles, defensive yards and defensive sacred buildings of the 13th-18th centuries in Lviv region], p. 240. , [Lviv; Gverken, B., Zamek Jazłowiecki. Sekcija Architektury I Urbanistyki. Studia i materiały do Teorii i Historii Arhitektury i Urbanistyki (1960) Jazłowiecki Castle: Architecture and Urban Planning Section. Studies and materials for Theory and History of Architecture and Urban Planning], , [Warszawa: Państ. wydaw. nauk., T. II., 165; Gverken, B., Zamki w Polsce (1984), [Castles in Poland], Warszawa: Arkady, 348; Nel’hovsky, Yu., Hodovaniuk, O., Каменные замки западной Украины конца ХVI – первой половины ХVII вв (1986) Stone castles of western Ukraine at the end of the sixteenth - first half of the seventeenth century], (34), pp. 125-133. , [Architectural Heritage, Moscow: Stroyizdat, iss; Bohdanovsky, Ya., Architektura obronna w krajobrazie Polski: Od Biskupina do Westerplatte (1996) Defensive architecture in the Polish landscape: From Biskupin to Westerplatte], p. 612. , [Warszawa; Kraków: Wydaw. Nauk. PWN; Plamenytska, O., Castrum Camenecensis. Фортеця Кам’янець: (пізньоантичний – ранньомодерний час) (2012) Castrum Camenecensis. Kamyanets Fortress: (late antique - early modern times)], p. 672. , [Kamianets-Podilskyi: FOP Sysyn O.V; Asieiev, Yu., Vechersky, V., Hodovaniuk ets, O., (2003) Історія української архітектури” [History of Ukrainian architecture], , edited by Timofienko. Kyiv: Technology, 472; Prybieha, L., On typological classification of stone castles in Ukraine] Castles of Ukraine: research, preservation, use: materials international (2011) Research Practice Conf, pp. 35-39. , До питання типологічної класифікації мурованих замків України, [November 3 2011 Halych; Prusicka-Kołcon, E., Kryłów and Podlodów as examples of defensive structures on a triangular – like plan of the turn of the 16th and 17th centuries (2004) Zamojsko–Wołyńskie Zeszyty Muzealne, II. , https://www.muzeum-zamojskie.plwp-pdfcz2_rezydencje.pdf, Kryłуw i Podlodуw jako przykłady założeń obronnych na planie zbliżonym do trуjkąta z przełomu XVI i XVII wieku. Twierdze kresowe Rzeczypospolitey; Plamenytska, O., Деякі аспекти хронології та типології Бережанського замку в контексті формування урбаністичної системи міста (2011) Some Aspects of the Chronology and Typology of the Berezhany Castle in the Context of Formation of the Urban System of the City] Ukrainian Academy of Arts: Collection of scientific articles, 18, pp. 257-270. , [Kyiv, part; Bevz, M., Tikhonova, O., Castles of Ivano-Frankivsk region: problems of research and preservation (2014) Problems of research, preservation and restoration of historical fortifications: Collection of scientific articles, 6, pp. 14-19. , Замки Івано-Франківської області: проблеми дослідження та інвентаризації, Lviv, part; Bewz, M., Okonchenko, O., Castle in Brody: development stages of fortifications (2015) Budownictwo I Architektura, Lublin, Wydawca: Politechnika Lubelskа, 14 (4), pp. 5-18. , Zamek w Brodach: fazy rozwojowe fortyfikacji; Bevz, M., Lukomska, Z., Castle as a tourism object: the conservation and adaptation aspects (on example of selected castles of western ukraine) Замок як туристичний об'єкт: реставраційний та адаптаційний аспекти (на прикладі вибраних замків Західної України. Current issues in research conservation and restoration of historic fortifications (2017) Collection of scientific articles, pp. 34-45. , 9. ISSN 2544-6517. Chełm-Lviv: ""Rastr 7; Nagirny, V., The Beginning and Stages of Construction of the Chernelitsky Castle ] (2015) Sights of Ukraine, (7-9), pp. 32-37. , Початок і основні етапи будівництва замку Чернелицького; Kviatkovsky, L., The fortifications of the Chernelytsia's castle (2016) Current issues in research, conservation and restoration of historic fortifications: Сollection of scientific articles, , Обронні споруди Чернелицького замку, Chelm-Lviv; Fedunkiv, Z., (2017) Оборонні споруди Галицької землі Руського воєводства як об’єкти культурної спадщини (1434 – 1772 рр.) [Defense constructions, dated, as objects of cultural heritage, situated on the territory of Galician province that was a part of Ruthenian voivodeship (1434-1772), , Thesis abstract for Ph. D. in, speciality Historical sciences: 26.00.05. Centre of Study of monuments of National Academy of Sciences of Ukraine and the Ukrainian Society for Protection of Historical and Cultural Monuments. Kyiv; Okonchenko, O., Архітектура фортифікацій замків Західної України середини XVІ - кінця XVII століть (2015) Architecture of Fortifications of Western Ukraine Castles in the Middle of the 16th – the end of the 17th centuries, pp. 1-22. , Thesis abstract for Ph. D. in Architecture, speciality: 18.00.01, Lviv Polytechnic National University, Lviv; Tkachov, М., Замкі і людзі (1991), [Castles and people], Minsk: Science and Technology, 184p; Bohdanovsky, Ya., Architektura obronna w krajobrazie Polski: Od Biskupina do Westerplatte (1996) Defensive architecture in the Polish landscape: From Biskupin to Westerplatte], p. 22. , [Warszawa; Kraków: Wydaw. Nauk. PWN; Okonchenko, O., Okonchenko, I., State of Preservation of the 16th – 17th Centuries Castle Fortifications on the Territory of Western Ukraine (2017) Current issues in research conservation and restoration of historic fortifications. Collection of scientific articles, pp. 202-208. , 9. ISSN 2544-6517. Chełm-Lviv: ""Rastr 7; Foto castle of Oleksiniec Stary, , https://kresy.pl/kresopedia/oleksiniec-stary/, Availeble at; (2002) Barbican - an additional reinforcement of the fortress gate with the put forward turrets and round bastions which were often joined to the town or the castle by a bridge or a sheltered passage; a small fortress located in front of the main town gate or in front of the main fortification [V. Timofienko Architecture and monumental art, p. 54. , Terms and Concepts, Kyiv]; Logvin, G., Hovdenko, M., Kravets, Y., (1986) Памятники архитектуры и градостроительства Украинской ССР [Monuments of Urban Planning and Architecture of the Ukrainian SSR (Illustrated directory)], 4, p. 83. , ets., Kiev: Budivelnyk; Gasai, E., Село Токи та його околиці (1992), p. 92. , [Toki village and its suburbs] Ternopil; Zamorski, Br., Kronika Pomorzańska (1867), p. 88. , [Pomeran chronicle], Lwów; Król, А., Zarys budownictwa obronnego i wojskowego w dawnej Polsce. Budownictwo wojskowe 1918–1935 (1936), I, p. 540. , Warszawa: Departament budownictwa MS wojsk, part. IX., tabl. 37; Cholowski, А., Dawne zamki I twierdze na Rusi halickiej (1892), p. 128. , [Former castles and fortresses in Halych Rus], Teka konserwatorska. Lwow; Zamorski, Br., Kronika Pomorzańska (1867), pp. 22-23. , [Pomeran chronicle], Lwów; Aftanazi, R., Dzieje rezydencji na dawnych kresach Rzeczypospolitey (1994) History of the residence in the former frontier of the Polish-Lithuanian Commonwealth, 5, p. 107. , Wroclaw; Cholowski, Dawne zamki I twierdze na Rusi halickiej (1892), p. 127. , [Former castles and fortresses in Halych Rus], Teka konserwatorska. Lwow; Mohytych, R., Нові матеріали і дослідження Бродівського замку (2012) Bridshchyna - the edge on the border of Galicia and Volhynia: materials of the Sixth Cross. Conf, (5), pp. 36-42. , [New Materials and Research of Brody Castle], Apr 20 2012 Brody. local historian. museum, Brody:Prosvita; Lukomsky, Yu., Ivanyshyn, T., Archaeological and architectural studies of defense buildings and the entrance gate of the castle gate in Zhovkva 2009] Works of the the scientific conference ""Zhovkva through the Ages, pp. 40-50. , Археологічно-архітектурні дослідження оборонних споруд та вузла в'їзнї брами замку в місті Жовква 2009 р. [April 22-24, 2010, State Historical and Architectural Reserve in Zhovkva. Scientific Collection 1, Zhovkva, 2010; Okonchenko, O., Okonchenko, I., Дослідження північно-східного оборонного фронту жовківського замку (2014) Research on the northeast defensive front of the Zhovkva castle] Problems of research, preservation and restoration of cultural heritage objects: Collection of scientific articles of the Department of Restoration and Reconstruction of Architectural Complexes, pp. 171-177. , [Lviv; Naronowich – Naronski, Ye., (1957) Military construction, p. 271. , Warszawa: Wydaw. Min. obrony narodowej; Krawcow, S., O ukladzie przestrzennym miasta Brody w XVI–XVII w (1992) On the spatial layout of the city of Brody in the 16th-17th centuries] Kwartalnik architektury i urbanistyki. Teoria i historia, Warszawa: Wydaw. nauk. PWN, XXXVII, pp. 3-15","Okonchenko, O.; Department of Design and Architecture, 12 Bandera street., Ukraine; email: oliaokonchenko@gmail.com","Yilmaz I.Marschalko M.Drusa M.","LAMA Energy Group;LAMA Gas and Oil;Prague City Tourism","IOP Publishing Ltd","5th World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium, WMCAUS 2020","1 September 2020 through 5 September 2020",,165624,17578981,,,,"English","IOP Conf. Ser. Mater. Sci. Eng.",Conference Paper,"Final","All Open Access, Bronze",Scopus,2-s2.0-85098002733
"Čaušević A., Akšamija L., Rustempašić N., Avdić D.","54893971100;36117791500;54893495900;57196712626;","Appraisal of heritage buildings in the post-war period in Bosnia",2020,"IOP Conference Series: Materials Science and Engineering","960","2","022039","","",,,"10.1088/1757-899X/960/2/022039","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85097998290&doi=10.1088%2f1757-899X%2f960%2f2%2f022039&partnerID=40&md5=147a3346abaf694292983839c94a5ace","University of Sarajevo, Faculty of Architecture, Bosnia and Herzegovina","Čaušević, A., University of Sarajevo, Faculty of Architecture, Bosnia and Herzegovina; Akšamija, L., University of Sarajevo, Faculty of Architecture, Bosnia and Herzegovina; Rustempašić, N., University of Sarajevo, Faculty of Architecture, Bosnia and Herzegovina; Avdić, D., University of Sarajevo, Faculty of Architecture, Bosnia and Herzegovina","The unexpected loss of values, as one result of the total destruction during the armed conflicts and war, put us on the challenge to properly decide about methods of rehabilitation, and integrating and understanding values and actions that could vary from restoration to, in many cases, even full reconstruction. During the 1992-1995 war in BiH, many valuable assets of cultural heritage like national monuments, historical places, and historical structures were damaged and/or destroyed. After the aggression, the first step has been to regain and/or establish the function of the places destroyed, while for the cultural heritage assets these attempts called for the approaches more careful. It is not only that the importance or the significance of places and structures destructed is different, the level of destruction also is. These inputs are essential in having preparedness for any action when without possibilities to rely on unique methodology. Even though it is now 20 years after the conflict, Bosnia is still faced with the post-war recovery efforts, with problems newly occurred that are the outcomes of unsuccessfully implemented methods of rehabilitation. This paper aims to present an overview of the interventions implemented within Bosnia and Herzegovina given in respect to the typology of a building, its importance including intangible values and the level of its destruction. Giving examples of Ferhadija/Ferhat Pasha Mosque in Banja Luka and the Old Bridge in Mostar – the examples of total reconstruction, will guide one to understand aspects of choosing the reconstruction action as the appropriate intervention. There are also valuable examples of post-war recovery and rehabilitation for the historical places, such as is the Old town of Počitelj with its entire valuable structures, where after the urban reconstruction – we now have the new challenge of managing the historic place. The inside view shall be more oriented on the case of the Handanija Mosque in Prusac where correct methodology approach had been applied regarding the diagnostic, identifying and/or determining the nature and causes of damage and deterioration of the facility through the inspection and examination, but some rather improper conclusion and decision have been derived from that investigation works. In addition, some analyses of Index of shifts of minaret have been conducted too. Index of shift represents the relation of minaret height – h and width of its layout (D or 2r) or the diameter of circular cross-section. Analyses of conducted work could provide us with a better understanding of the damaged buildings potential weaknesses and weak spots. Reinforcement and strengthening of damaged construction structure has been among the most important tasks. In some cases, improper interventions on heritage structures may have been damaging - in sense of impairing the authenticity, while sometimes it was an insufficient knowledge on structural behaviour and the materials used in historic structures that brought unexpected additional damages. The use of traditional crafts, techniques, and materials is one of the most important elements in the process of architectural heritage protection, contributing to the adequate protection, restoration, conservation, as well as its maintenance. © 2020 Institute of Physics Publishing. All rights reserved.",,,,,,,,,,,,,,,,,,"Čaušević, A., Rustempašić, N., Methodology for the restoration of Heritage properties (2008) 9th International Congress on Heritage and Building Conservation, , 9-12 July, Seville, Spain; Popovac, M., Reconstruction of the Old Bridge of Mostar Acta Polytechnica, 46 (2). , 2006, Czech Technical University in Prague; Čaušević, A., Structural aspects of repair and reconstruction of masonry building structure, , Master degree thesis, completed and published in April 2004, Faculty of Architecture Sarajevo, Sarajevo; Čaušević, A, Rustempašić, N, (2014) Rekonstrukcija zidanih objekata visokogradnje, , Sarajevo: Univerzitet u Sarajevu, Arhitektonski fakultet; Čaušević, A, (2009) Architectural-structural conceptions of sacral object's towers–behavior on the atypical excitation, , doctoral dissertation, Faculty of architecture, Sarajevo","Rustempašić, N.; University of Sarajevo, Bosnia and Herzegovina; email: nermanr@af.unsa.ba","Yilmaz I.Marschalko M.Drusa M.","LAMA Energy Group;LAMA Gas and Oil;Prague City Tourism","IOP Publishing Ltd","5th World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium, WMCAUS 2020","1 September 2020 through 5 September 2020",,165624,17578981,,,,"English","IOP Conf. Ser. Mater. Sci. Eng.",Conference Paper,"Final","All Open Access, Gold",Scopus,2-s2.0-85097998290
"Wirkijowski D., Moon F.L.","57219145109;8625690400;","Identifying Characteristics of Bridges Vulnerable to Hydraulic Hazards Using Bridge Failure Data",2020,"Journal of Performance of Constructed Facilities","34","6","04020109","","",,,"10.1061/(ASCE)CF.1943-5509.0001513","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85091455178&doi=10.1061%2f%28ASCE%29CF.1943-5509.0001513&partnerID=40&md5=7dc6719cedabaf6259ee4a4081e4ce93","Dept. of Civil and Environmental Engineering, Rutgers Univ., New Brunswick, NJ  08901, United States","Wirkijowski, D., Dept. of Civil and Environmental Engineering, Rutgers Univ., New Brunswick, NJ  08901, United States; Moon, F.L., Dept. of Civil and Environmental Engineering, Rutgers Univ., New Brunswick, NJ  08901, United States","Hydraulic failure, which encompasses scour, flooding, and overtopping, accounts for most bridge failures in the United States. The research reported herein aimed to evaluate the current practice of bridge hydraulic vulnerability assessment, and to identify characteristics of bridges most prone to hydraulic failure using a historical bridge failure database. Using an inductive, data-driven approach, a bridge failure population was created by synthesizing the National Bridge Inventory (NBI), United States Geological Survey (USGS) station streamflow, and available bridge failure data. Many failures that occurred before mid-2000 had incomplete assessments; this reflected the low share of structures with completed assessments in NBI. In subsequent years, state bridge inventories had completed assessments and hydraulic failures had significantly lower scour critical ratings, which indicated an improvement in identifying structures most vulnerable to failure. The most common bridge types within the overall inventory were generally overrepresented within the bridge failure population (especially those used before the Interstate Era). Differences in structure age, geometry, and condition ratings were most noticeable between failures and the overall waterway bridge inventory. Bridge deck width was narrower for failures and might explain a mechanistic cause of hydraulic failure. Waterway bridges built prior to the Interstate Era resemble those that have historically failed in that era. However, failures of bridges constructed within the Interstate Era did not resemble current waterway structures built in the same time period. © 2020 American Society of Civil Engineers.","Bridge failure; Bridge scour; Hydraulic hazards; Resilience; United States","Population statistics; Scour; Structures (built objects); Bridge failures; Current practices; Data-driven approach; Historical bridges; Hydraulic failure; Time-periods; United states geological surveys; Vulnerability assessments; Failure (mechanical)",,,,,"National Science Foundation, NSF: 1633557","This research was conducted by a student sponsored by the Rutgers Coastal Climate Risk and Resilience (C2R2) Program, a fellowship supported by the National Science Foundation (NSF) Grant No. 1633557. Special thanks to Sreenivas Alampalli from NYSDOT for communication and the use of the bridge failure data set.",,,,,,,,,,"(2012) Hydraulic Engineering Circular No. 18: Evaluating Scour at Bridges, , AASHTO. 5th ed. Washington, DC: AASHTO; Cook, W., Barr, P.J., Halling, M.W., Bridge failure rate (2015) J. Perform. Constr. Facil., 29 (3). , https://doi.org/10.1061/(ASCE)CF.1943-5509.0000571, 04014080; (2001) ACTION: Revision of Coding Guide, Item 113-Scour Critical Bridges, , FHWA (Federal Highway Administration). Washington, DC: FHWA; (2006) ACTION: Compliance with the National Bridge Inspection Standards-Background/plan of Action for Scour Critical Bridges/scour Focus States/item 113 Coding Issues/unknown Foundations/tidal Bridges, , FHWA (Federal Highway Administration). Washington, DC: FHWA; (2010) Drilled Shafts: Construction Procedures and LFRD Design Methods, , FHWA (Federal Highway Administration). Geotechnical Engineering Circular No. 10. Washington, DC: FHWA; Harik, I.E., Shaaban, A.M., Gesund, H., Valli, G.Y., Wang, S.T., United States bridge failures, 1951-1988 (1990) J. Perform. Constr. Facil., 4 (4), pp. 272-277. , https://doi.org/10.1061/(ASCE)0887-3828(1990)4:4(272); (2005) A Context for Common Historic Bridges Types., , http://onlinepubs.trb.org/onlinepubs/archive/NotesDocs/25-25(15)_FR.pdf, NCHRP (National Cooperative Highway Research Program). """" Project 25-25, Task 15. Washington, DC: NCHRP; Neumann, J.E., Climate change risks to US infrastructure: Impacts on roads, bridges, coastal development, and urban drainage (2015) Clim. Change, 131 (1), p. 97. , https://doi.org/10.1007/s10584-013-1037-4; Wardhana, K., Hardipriono, F.C., Analysis of recent bridge failures in the United States (2003) J. Perform. Constr. Facil., 17 (3), pp. 144-150. , https://doi.org/10.1061/(ASCE)0887-3828(2003)17:3(144)","Wirkijowski, D.; Dept. of Civil and Environmental Engineering, United States; email: dwirkijowski@gmail.com",,,"American Society of Civil Engineers (ASCE)",,,,,08873828,,JPCFE,,"English","J. Perform. Constr. Facil.",Article,"Final","",Scopus,2-s2.0-85091455178
"Húlek L., Bačuvčík M., Gašpárek J.","57219574031;56067156800;57219565038;","Old cement-based render as the cause of extremely low carbonation of 100-year bridge concrete",2020,"IOP Conference Series: Materials Science and Engineering","867","1","012011","","",,,"10.1088/1757-899X/867/1/012011","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85093935741&doi=10.1088%2f1757-899X%2f867%2f1%2f012011&partnerID=40&md5=8cfd449ec2d6a1c38ef8182b14bb9269","Building Testing and Research Institute (TS S), Bratislava, Slovakia; Faculty of Civil Engineering, Slovak University of Technology, Bratislava, Slovakia","Húlek, L., Building Testing and Research Institute (TS S), Bratislava, Slovakia; Bačuvčík, M., Building Testing and Research Institute (TS S), Bratislava, Slovakia; Gašpárek, J., Faculty of Civil Engineering, Slovak University of Technology, Bratislava, Slovakia","In-situ research and laboratory examination provided on concrete core samples from old bridge structures confirmed that a thin layer of ordinary cement-based render coat protects the underlying concrete from carbonation. The average measured value by phenolphthalein test was less than 2 mm after more than 100 years of service life in exposure class XC3 of EN 206. Low carbonation depth is explained by the presence of a thin (2-4 mm) layer of the protective render coat (PRC) situated on the bridge concrete. The place, where the PRC was of good quality was almost impermeable and the carbonation of the concrete underneath was even 0 mm. If the PRC locally spalled, the carbonation depth of the same concrete, at the same structure and environment reached at this place even more than 80 mm. It was observed that low carbonation of concrete significantly depends on the non-permeability of the PRC. A narrow free space filled with the carbonates causes increased non-permeability of the PRC creating thus the built-in limestone-based (anti-carbonation) barrier with the ability to dramatically reduce CO2 penetration into the beneath concrete over time. Values from in-situ and laboratory research are presented in the article with the explanation of these phenomena. © Published under licence by IOP Publishing Ltd.",,,,,,,,,,,,,,,,,,"Janotka, I, Bačuvčík, M, Ševčík, P, Paulík, P, (2016) Proc. Int. Conf. Concrete Days (Wisla), 1, p. 493. , (Stowarzyszenie Producentów Cementu, Kraków); Torrent, R, Frenzer, G, (1995) Study on methods to determine and judge characteristic values of the cover concrete on site (in German), p. 105. , (Bundesamt für Strassenbau, Bern); Paulik, P., Janotka, I, Bačuvčík, M, Gajdošová, K., (2019) Proc of the fib Symposium, Concrete-Innovations in Materials, Design and Structures, , ed W. Derkowski et al 2134; Janotka, I, Bačuvčík, M, Paulík, P, (2018) Low carbonation of concrete found on 100-year-old Bridges Case Studies in Construction Materials, 97",,"Zelenakova M.Mesaros P.Ondrejka Harbulakova V.",,"IOP Publishing Ltd","12th International Scientific Conference of Civil and Environmental Engineering for PhD. Students and Young Scientists","15 October 2020 through 16 October 2020",,163905,17578981,,,,"English","IOP Conf. Ser. Mater. Sci. Eng.",Conference Paper,"Final","All Open Access, Gold",Scopus,2-s2.0-85093935741
"Pardal J.M., Gripp I., Tavares S.S.M., Cardoso A.S.M., Pereira A.M., Carneiro da Cunha R.P., Barbosa C.","6701404520;57213015372;57210905944;57218297520;35203814300;57218294048;7005800477;","Failure characterization of a structural welded component of an ancient bridge",2020,"Engineering Failure Analysis","116",,"104751","","",,,"10.1016/j.engfailanal.2020.104751","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85088629104&doi=10.1016%2fj.engfailanal.2020.104751&partnerID=40&md5=4f554067894162559f4851942227d866","Universidade Federal Fluminense (UFF), Programas de Pós-Graduação em Engenharia Mecânica (PGMEC) e Montagem Industrial, Niterói, Brazil; Centro Federal de Educação Celso Suckow, Programa de Pós-Graduação em Ciências dos Materiais, Brazil; Instituto Nacional de Tecnologia (INT), Rio de Janeiro, Brazil","Pardal, J.M., Universidade Federal Fluminense (UFF), Programas de Pós-Graduação em Engenharia Mecânica (PGMEC) e Montagem Industrial, Niterói, Brazil, Centro Federal de Educação Celso Suckow, Programa de Pós-Graduação em Ciências dos Materiais, Brazil; Gripp, I., Universidade Federal Fluminense (UFF), Programas de Pós-Graduação em Engenharia Mecânica (PGMEC) e Montagem Industrial, Niterói, Brazil; Tavares, S.S.M., Universidade Federal Fluminense (UFF), Programas de Pós-Graduação em Engenharia Mecânica (PGMEC) e Montagem Industrial, Niterói, Brazil, Centro Federal de Educação Celso Suckow, Programa de Pós-Graduação em Ciências dos Materiais, Brazil; Cardoso, A.S.M., Universidade Federal Fluminense (UFF), Programas de Pós-Graduação em Engenharia Mecânica (PGMEC) e Montagem Industrial, Niterói, Brazil; Pereira, A.M., Universidade Federal Fluminense (UFF), Programas de Pós-Graduação em Engenharia Mecânica (PGMEC) e Montagem Industrial, Niterói, Brazil; Carneiro da Cunha, R.P., Centro Federal de Educação Celso Suckow, Programa de Pós-Graduação em Ciências dos Materiais, Brazil, Instituto Nacional de Tecnologia (INT), Rio de Janeiro, Brazil; Barbosa, C., Instituto Nacional de Tecnologia (INT), Rio de Janeiro, Brazil","The development of railroads promoted the innumerable railway bridges building in Brazil mainly at the end of 19th and the beginning of the 20th century. In those period, girders and other bridges components were built with a growth production demand promoting challenges in the control and volume of manufacturing production process taking into account that the metallurgical knowledge was in early stages. Nowadays, innumerable railway bridges are still in service and their proper maintenance is sometimes ignored. Thus, this work determine the type of metallic material and failure mechanism of structural arch and “L” shapes girders components from Desengano Bridge taking into account that some repairs were performed during their life span. The investigation conducted in this work showed that the structural components analyzed were constructed by puddle or wrought iron process, which is characterized by high levels of P and S in their composition. Meanwhile a reinforcement plate welded to the arch girder was added in a corrective maintenance of the bridge, especially because the plate material matches the current structural low carbon steel. The fracture surface revealed that the crack has dendritic inclusions with typical hot solidification crack aspect. Finally, it should be considered that metallic parts of any ancient bridge, especially those ones containing rivets as an essential rule, in first instance cannot be repaired in situ by welding. © 2020 Elsevier Ltd","Ancient bridges; Solidification cracks; Welding; Wrought iron","Arch bridges; Arches; Beams and girders; Cracks; Low carbon steel; Manufacture; Plates (structural components); Railroad bridges; Railroad transportation; Railroads; Repair; Rivets; Steel bridges; Welded steel structures; Welding; Wrought iron; Corrective maintenance; Failure characterization; Failure mechanism; Metallic material; Production process; Solidification cracks; Structural component; Welded components; Failure (mechanical)",,,,,"Coordenação de Aperfeiçoamento de Pessoal de Nível Superior, CAPES; Conselho Nacional de Desenvolvimento Científico e Tecnológico, CNPq; Fundação Carlos Chagas Filho de Amparo à Pesquisa do Estado do Rio de Janeiro, FAPERJ","Authors acknowledge the Brazilian research agencies CAPES , CNPq and FAPERJ for the financial support.",,,,,,,,,,"(2011), https://doi.org/10.1016/j.engfailanal.2010.08.016, A.M.P.d. Jesus, A.L.L.d. Silva, M.V. Figueiredo, J.A.F.O. Correia, A.S. Ribeiro, A.A. Fernandes, Strain-life and crack propagation fatigue data from several Portuguese old metallic riveted bridges, Eng. Fail. Anal. 18 148–163; Mamani-Calcina, E.A., Landgraf, F.J.G., Azevedo, C.R.D.F., Investigating the provenance of iron artifacts of the Royal Iron Factory of São João de Ipanema by hierarchical cluster analysis of EDS microanalyses of slag inclusions (2017) Mater. Res., 20, pp. 119-129; Le Coze, J., Histoires de fontes. Les descriptions du XVIIIe siècle. Partie I: Sur la production des fontes (2008) Comptes Rendus Chim., 11, pp. 1289-1300; Le Coze, J., Histoires de fontes. Les descriptions du XVIIIe siècle. Partie II: Sur les diverses conceptions de l'affinage des fontes au bas foyer (2008) Comptes Rendus Chim., 11, pp. 1584-1603; (2009), https://doi.org/10.1016/j.crci.2008.05.006, J. Le Coze, Histoires de fontes. Les descriptions du XVIIIe siècle. Partie III: Propositions pour l'interprétation physicochimique de l'affinage des fontes au bas foyer, Comptes Rendus Chim. 12 297–318; Le Coze, J., Purification of Iron and Steels a Continuous Effort from BC to AD 2000 (2000) Mater. Trans. JIM., 41 (2000), pp. 219-232; de Bouw, M., Wouters, I., Vereecken, J., Lauriks, L., Iron and steel varieties in building industry between 1860 and 1914 – A complex and confusing situation resolved (2009) Constr. Build. Mater., 23, pp. 2775-2787; Jones, D.R.H., The tay bridge disaster-faulty materials or faulty design? (1994) Eng. Fail. Anal., 1, pp. 243-253; Lesiuk, G., Szata, M., Bocian, M., The mechanical properties and the microstructural degradation effect in an old low carbon steels after 100-years operating time (2015) Arch. Civ. Mech. Eng., 15, pp. 786-797; Buchwald, V.F., Iron, steel and cast iron before (2008) Bessemer; Walker VII, R., The production, microstructure, and properties of wrought iron (2002) J. Chem. Educ. 79, pp. 443-447; Bailey, N., Potential welding problem areas (1994) Weldability Ferritic Steels, pp. 45-53; Bowman, M., Piskorowski, A., (2004), https://doi.org/10.5703/1288284313207, Evaluation and repair of wrought iron and steel structures in Indiana 1–242; Rutz, F.R., Watters, J., Chromshrimake, P., Rogers, Z., Welding of historic structural wrought Iron (2018) J. Mater. Civ. Eng., 30, pp. 1-10; E8, A.S.T.M., (2010), https://doi.org/10.1520/E0008, ASTM E8/E8M standard test methods for tension testing of metallic materials 1, in: Annu. B. ASTM Stand. 4; Schneider, C.A., Rasband, W.S., Eliceiri, K.W., NIH Image to ImageJ: 25 years of image analysis (2012) Nat. Methods., 9, pp. 671-675; David, S., (2016), Mitchell, Conservation of Architectural Ironwork, Routledge; Balasubramaniam, R., New insights on the 1600 year-old corrosion resistant delhi iron pillar (2001) Indian J. Hist. Sci., 36, pp. 1-49; Rao, G., Ancient Rust-Proof Iron Pillar Possibly Protected by Layer of “Misawite” (δ-FeOOH) (2002) MRS Bull.; International, A.S.T.M., (2014), https://doi.org/10.1520/A0036_A0036M-14, ASTM A36 / A36M-14, Standard Specification for Carbon Structural Steel; Lesiuk, G., Szata, M., Aspects of structural degradation in steels of old bridges by means of fatigue crack propagation (2011) Mater. Sci., 47, pp. 82-88; Lesiuk, G., Szata, M., Kinetics of fatigue crack growth and crack paths in the old puddled steel after 100-years operating time (2015) Frat. Ed Integrita Strutt., 9, pp. 290-299; Henry, S., (1917), Rawdon, Some unusual features in the microstructure of wrought iron; Stewart, J.W., Charles, J.A., Wallach, E.R., Iron-phosphorus-carbon system part 3 – Metallography of low carbon iron-phosphorus alloys (2000) Mater. Sci. Technol., 16, pp. 291-303; Okamoto, H., The Fe-P (iron-phosphorus) system (1990) Bull. Alloy Phase Diagrams., 11, pp. 404-412; (2015), https://doi.org/10.12700/aph.12.4.2015.4.7, Á. Thiele, J. Hošek, Estimation of phosphorus content in archaeological iron objects by means of optical metallography and hardness measurements, Acta Polytech. Hungarica. 12 113–126; Stewart, J.W., Charles, J.A., Wallach, E.R., Iron-phosphorus-carbon system part 1 – Mechanical properties of low carbon iron-phosphorus alloys (2000) Mater. Sci. Technol., 16, pp. 275-282; Scott, D.A., Schwab, R., (2019), https://doi.org/https://doi.org/10.1007/978-3-030-11265-3, Metallography in archaeology and art; Rosenhain, W., McMinn, J., The Plastic Deformation of Iron and the Formation of Neumann Lines (1925) Proceedings of the Royal Society of London. Series A, Containing Papers of a Mathematical and Physical Character, 108 (746), pp. 231-239. , https://www.jstor.org/stable/94524?origin=JSTOR-pdf&seq=1; Hayes, P., Grieveson, P., The effect of surface-active elements on the growth of iron nitride precipitates in ferrite (1975) Met. Sci., 9, pp. 332-338; Hayes, P., Roberts, W., Grieveson, P., A hvem study of the precipitation and dissolution of iron nitrides in ferrite (1975) Acta Metall., 23, pp. 849-854; Kaufman, B., Briant, C.L., (2018) Metall. Des. Indust.; Böllinghaus, T., Herold, H., (2005), https://doi.org/10.1007/b139103, Hot cracking phenomena in welds; Konadu, D.S., Pistorius, P.G.H., Comparison of testing of susceptibility to solidification cracking of ferritic stainless steels using two methods (2020) Weld. World., pp. 5-7","Pardal, J.M.Rua Passo da Pátria 156, Sala 206 Bl E, São Domingos, Brazil; email: juanpardal@id.uff.br",,,"Elsevier Ltd",,,,,13506307,,EFANE,,"English","Eng. Fail. Anal.",Article,"Final","",Scopus,2-s2.0-85088629104
"Gruden C., Campisi T., Canale A., Šraml M., Tesoriere G.","57194461150;56866098200;57197728257;6603388071;57201041875;","The evaluation of the surrogate safety measures along a pedestrian confined ramp of an old bridge",2020,"European Transport - Trasporti Europei",,"77",,"","",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85087331337&partnerID=40&md5=4e5539631981e4c365909d77272dd5a9","University of Maribor, Faculty of Civil Engineering, Transportation Engineering and Architecture, Smetanova 17, Maribor, 2000, Slovenia; University of Enna Kore, Faculty of Engineering and Architecture, Cittadella Universitaria, Enna, 94100, Italy","Gruden, C., University of Maribor, Faculty of Civil Engineering, Transportation Engineering and Architecture, Smetanova 17, Maribor, 2000, Slovenia; Campisi, T., University of Enna Kore, Faculty of Engineering and Architecture, Cittadella Universitaria, Enna, 94100, Italy; Canale, A., University of Enna Kore, Faculty of Engineering and Architecture, Cittadella Universitaria, Enna, 94100, Italy; Šraml, M., University of Maribor, Faculty of Civil Engineering, Transportation Engineering and Architecture, Smetanova 17, Maribor, 2000, Slovenia; Tesoriere, G., University of Enna Kore, Faculty of Engineering and Architecture, Cittadella Universitaria, Enna, 94100, Italy","Pedestrians walk daily to meet their basic needs. Therefore, over the years it has been attempted to make urban context more livable, respecting the needs of weak road users. Pedestrian mobility is also growing strongly from the point of view of tourism, especially in the areas where government measures are taken to reduce vehicular flow in order to let the architectural and landscape assets more usable. Often tourist itineraries are made of narrow areas crossed by numerous pedestrians, leading to possible critical circumstances. The criticality is connected to a likely reduction of safety and use (comfort and possible delays). Confined spaces such as small streets or pedestrian bridges well exemplify the described situation. Particularly, pedestrian bridges are often composed of ramps with variable slopes and consist of different floors, making walking difficult and therefore reducing travel speed and limiting the mobility of users such as handicapped or elderly people. Starting from the geometrical evaluation of the old bridge of Mostar (BIH), this article provides some ideas for evaluating the safety of pedestrians during the journey on the bridge, under different flow conditions. The analyses were carried out starting from an estimate of pedestrian flows from video monitoring. Safety was then assessed thanks to the calculation of surrogate measures, based on the trajectories of individuals, obtained through tracking tools. Camera monitoring and inspections to survey infrastructure's geometric features ease the procedure of data entering into image processing software. The evaluation of individual pedestrian trajectories and/or their interactions allows to estimate the movement variations through the study of parameters such as speed variation, pedestrian density and surrogate safety factors. Surrogate safety measures, indeed, are indicators calculated for a chosen pair of users interacting in the detected scene. Among these factors there are: relative speed (Delta-V), Time-To-Collision (TTC), Time Advantage (TAdv) and T2. All the above-mentioned kinds of measures are interesting to study generally the behavioural aspects of road traffic and, specifically, safety level and factors influencing it. The purpose of this work is to estimate the effects of induced pedestrian mobility on Mostar's Ottoman bridge in terms of safety, with the aim of preventing negative scenarios that could lead to a bad infrastructural level of service. © 2020 Institute for Transport Studies in the European Economic Integration. All rights reserved.","Pedestrian trajectories; Road safety; Surrogate safety measures","Civil defense; Footbridges; Image processing; Roads and streets; Safety factor; Behavioural aspects; Geometric feature; Image-processing software; Pedestrian density; Pedestrian mobility; Pedestrian trajectories; Surrogate measures; Time to collision; Pedestrian safety",,,,,,,,,,,,,,,,"Argoul, P., Kabalan, B., (2017) Pedestrian Trajectories and Collisions in Crowd Motion, , https://doi.org/10.1007/978-3-662-52696-5-6; Brijs, T., How to analyse accident causation? A handbook with focus on vulnerable road users Evelien Polders, , (n.d); Chen, P., Zeng, W., Yu, G., Wang, Y., Surrogate Safety Analysis of Pedestrian-Vehicle Conflict at Intersections Using Unmanned Aerial Vehicle Videos (2017) Journal of Advanced Transportation, 2017. , https://doi.org/10.1155/2017/5202150; Daamen, W., Hoogendoorn, S. P., Experimental Research of Pedestrian Walking Behavior (2003) Transportation Research Record: Journal of the Transportation Research Board, 1828 (1), pp. 20-30. , https://doi.org/10.3141/1828-03; Elvik, R., Mysen, A., Incomplete Accident Reporting: Meta-Analysis of Studies Made in 13 Countries (1999) Transportation Research Record: Journal of the Transportation Research Board, 1665 (1), pp. 133-140. , https://doi.org/10.3141/1665-18; Enzweiler, M., Gavrila, D. M., Monocular pedestrian detection: Survey and experiments (2009) IEEE Transactions on Pattern Analysis and Machine Intelligence, 31 (12), pp. 2179-2195. , https://doi.org/10.1109/TPAMI.2008.260; Fitzpatrick, K., Brewer, M. A., Turner, S., Another Look at Pedestrian Walking Speed (2006) Transportation Research Record: Journal of the Transportation Research Board, 1982 (1), pp. 21-29. , https://doi.org/10.1177/0361198106198200104; Foka, A. F., Trahanias, P. E., Probabilistic Autonomous Robot Navigation in Dynamic Environments with Human Motion Prediction (2010) International Journal of Social Robotics, 2 (1), pp. 79-94. , https://doi.org/10.1007/s12369-009-0037-z; Gorrini, A., Vizzari, G., Bandini, S., (2016) Towards Modelling Pedestrian-Vehicle Interactions: Empirical Study on Urban Unsignalized Intersection, , http://arxiv.org/abs/1610.07892, Retrieved from; https://www.indevproject.eu/InDeV/EN/Home/home-node.html, InDeV Home. (n.d). Retrieved November 27, 2019, from; Laureshyn, A., Goede, M. de, Saunier, N., Fyhri, A., Cross-comparison of three surrogate safety methods to diagnose cyclist safety problems at intersections in Norway (2017) Accident Analysis and Prevention, 105, pp. 11-20. , https://doi.org/10.1016/j.aap.2016.04.035; Laureshyn, A., Svensson, Å., Hydén, C., Evaluation of traffic safety, based on micro-level behavioural data: Theoretical framework and first implementation (2010) Accident Analysis and Prevention, 42 (6), pp. 1637-1646. , https://doi.org/10.1016/j.aap.2010.03.021; Pu, Lili, Joshi, Rahul, (2008) Surrogate Safety Assessment Model (SSAM)-SOFTWARE USER MANUAL; Lin, Z., Hua, Gang, Davis, L. S., (2010) Multiple instance fFeature for robust part-based object detection, pp. 405-412. , https://doi.org/10.1109/cvpr.2009.5206858, (March 1); Mohamed, M. G., Saunier, N., Motion Prediction Methods for Surrogate Safety Analysis (2013) Transportation Research Record: Journal of the Transportation Research Board, 2386 (1), pp. 168-178. , https://doi.org/10.3141/2386-19; Methorst, R., Schepers, P., Christie, N., Dijst, M., Risser, R., Sauter, D., van, B., 'Pedestrian falls' as necessary addition to the current definition of 2 traffic crashes for improved public health policies (2017) Journal of Transport & Health, 6, pp. 10-12. , https://discovery.ucl.ac.uk/id/eprint/1544675/1/Christie-pedestrianfalls-improvedpublichealthpolicies-.pdf, W. Retrieved from; Schadschneider, A., Klingsch, W., Klüpfel, H., Kretz, T., Rogsch, C., Seyfried, A., Evacuation Dynamics: Empirical Results, Modeling and Applications (2009) Encyclopedia of Complexity and Systems Science, pp. 3142-3176. , https://doi.org/10.1007/978-0-387-30440-3-187; Ikeda, T., Chigodo, Y., Rea, D., Zanlungo, F., Shiomi, M., Modeling and prediction of pedestrian behavior based on the sub-goal concept (2013) Robotics, 10. , https://books.google.hr/books?hl=it&lr=&id=aSodAAAAQBAJ&oi=fnd&pg=PA137&dq=Ikeda,+T.,+Chigodo,+Y.,+Rea,+D.,+Zanlungo,+F.,+Shiomi,+M.,+%26+Kanda,+T.+(2013).+Modeling+and+prediction+of+pedestrian+behavior+based+on+the+sub-goal+concept&ots=NvzbzYEhaR&sig=9Nb, T. K. Retrieved from; Muraleetharan, T., Adachi, T., Hagiwara, T., Kagaya, S., METHOD TO DETERMINE PEDESTRIAN LEVEL-OF-SERVICE FOR CROSSWALKS AT URBAN INTERSECTIONS (2005) Journal of the Eastern Asia Society for Transportation Studies, 6, pp. 127-136. , https://doi.org/10.11175/easts.6.127; Tamura, Y., Terada, Y., Yamashita, A., Asama, H., Modelling Behaviour Patterns of Pedestrians for Mobile Robot Trajectory Generation (2013) International Journal of Advanced Robotic Systems, 10 (8), p. 310. , https://doi.org/10.5772/56668; Tanaboriboon, Y., Hwa, S. S., Chor, C. H., Pedestrian Characteristics Study in Singapore (1986) Journal of Transportation Engineering, 112 (3), pp. 229-235. , https://doi.org/10.1061/(ASCE)0733-947X(1986)112:3(229); Tesoriere, G., Campisi, T., Canale, A., Zgrablić, T., The Surrogate Safety Appraisal of the Unconventional Elliptical and Turbo Roundabouts (2018) Journal of Advanced Transportation, 2018. , https://doi.org/10.1155/2018/2952074; von Krüchten, C., Müller, F., Svachiy, A., Wohak, O., Schadschneider, A., Empirical Study of the Influence of Social Groups in Evacuation Scenarios (2016) Traffic and Granular Flow '15, pp. 65-72. , https://doi.org/10.1007/978-3-319-33482-0-9",,,,"Institute for Transport Studies in the European Economic Integration",,,,,18253997,,,,"English","Eur. Transp. Trasporti Eur.",Article,"Final","",Scopus,2-s2.0-85087331337
"Fu C., Han D.","57222351751;55264280400;","Research on design of prefabricated steel-concrete composite girder in bridge widening",2020,"fib Symposium",,,,"1707","1714",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85134802445&partnerID=40&md5=c58b0c107e3a0de6776cee371704b2bc","China Design Group CO. Ltd, Nanjing, China","Fu, C., China Design Group CO. Ltd, Nanjing, China; Han, D., China Design Group CO. Ltd, Nanjing, China","With the rapid development in domestic economy and construction, the present road carrying capacity cannot support the high demand for future transportation development. Therefore, bridge widening and capacity expansion of existing structures become urgent. The traditional way of widening bridges generally adopts the same type of structural components as the existing bridge, such as cast-in–situ concrete box girder, prefabricated T-beam, small box girder and hollow slab. This research is based on a highway expansion project to study the widening method for an old concrete bridge. Several problems involve if the traditional bridge widening method is used, such as construction area limitation, insufficient bridge clearance and uncertainty in timeline. To solve these problems, the research adopts the prefabricated steel-concrete composite beam for bridge widening. Compared to the traditional construction method, the composite structure can meet the clearance requirement and is convenient to construct. The proposed method also has advantages of small creep and shrinkage between old and new bridges as well as little traffic disruption. Steel-concrete composite box sections with large stiffness is preferred. The factor of safety for the old bridge has been increased after widening, which indicates that the new structure has an unloading effect on the old bridge. For the proposed method, the deformation consistency between the old and new bridges and the stress distribution of the widening slab are important to consider. Theoretical calculation results prove that the widened bridge structure has acceptable resistance and structural performance. This project took only 4 months from designing, manufacturing to installation completion, which proves great construction efficiency. Therefore, using prefabricated steel-concrete composite beams in bridge renovation and expansion is an effective method for bridge widening projects and is beneficial to the economy and society. © fédération internationale du béton (fib).","Bridge widening; Clearance insufficien; Old concrete bridge; Prefabricated; Steel-concrete composite girder","Box girder bridges; Composite beams and girders; Concrete beams and girders; Concrete buildings; Concrete construction; Safety factor; Shrinkage; Steel bridges; Steel research; Structural design; Unloading; Widening (transportation arteries); Construction efficiency; Steel concrete composite beam; Steel-concrete composite; Steel-concrete composite girders; Structural performance; Theoretical calculations; Traditional constructions; Transportation development; Composite bridges",,,,,,,,,,,,,,,,"Fan, J.S., Nie, J.G., Zhao, J., Application of composite structure in bridge widening project (2007) 11th Annual Meeting of Steel Concrete Composite Structure Branch of China Steel Association, , August, Changsha, China; Fu, C.X., Yang, P., Zhou, Q., Research on reasonable main beam layout of small and medium-span steel-concrete composite slab girder bridge (2017) Shanghai Highway, (2), pp. 37-40. , (in Chinese); (2015) General Design Specifications for Highway Bridges and Culverts, , Beijing: People’s Communications Press; Piotr, L., Jacek, N., Anna, D., Numerical and experimental tests of steel-concrete composite beam with the connector made of top-hat profile (2019) Composite Structures, 211, pp. 244-253; (2015) Design and Construction Specifications for Highway Steel-Concrete Composite Bridges, , Beijing: People’s Communications Press; Ye, J.S., Ju, J.Y., Wu, W.Q., Discussion on several issues of widening of prestressed concrete bridges (2008) Proceedings of National Conference on Reinforcement, Renovation and Evaluation of Existing Bridges, , (in Chinese); Zhao, Y., Zhou, X.H., Yang, Y.L., Shear behavior of a novel cold-formed U-shaped steel and concrete composite beam (2019) Engineering Structures, 200","Han, D.; China Design Group CO. LtdChina; email: Handz.new@163.com","Zhao B.Lu X.",,"fib. The International Federation for Structural Concrete","International fib Symposium on Concrete structures for resilient society, 2020","22 November 2020 through 24 November 2020",,267619,26174820,9782940643042,,,"English","fib. Symp.",Conference Paper,"Final","",Scopus,2-s2.0-85134802445
"Zou Y., Zhou X., Liu C., Xu D.","57702405900;57770946900;57222348695;55658973200;","Design for disassembly, toward a life-cycle design method for bridge engineering",2020,"Life-Cycle Civil Engineering: Innovation, Theory and Practice - Proceedings of the 7th International Symposium on Life-Cycle Civil Engineering, IALCCE 2020",,,,"1393","1398",,,"10.1201/9780429343292-185","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85117408009&doi=10.1201%2f9780429343292-185&partnerID=40&md5=90f2b460109bcb728d513af832573df7","Bridge Engineering Department, Tongji University, Shanghai, China","Zou, Y., Bridge Engineering Department, Tongji University, Shanghai, China; Zhou, X., Bridge Engineering Department, Tongji University, Shanghai, China; Liu, C., Bridge Engineering Department, Tongji University, Shanghai, China; Xu, D., Bridge Engineering Department, Tongji University, Shanghai, China","Now, one of the most pressing environmental problems all around the world is construction waste, such as the demolition of used bridges or temporary bridges, spurring the design of more environmentally-friendly bridges. In this paper, a new kind of design method for bridge is introduced with total life-cycle design (sustainable design). The method tries to disassemble the old bridge according to the pre-designed path, which means, it should be taken into consideration that bridge structures have the functions of disassembly and reuse (or degradation) after reassembly, at the beginning of the bridge design. And in this paper, several examples of the superstructure and the substructure are performed, verifying the practicability and feasibility of the disassembled bridge. This kind of life-cycle design method for bridge engineering will strike a balance between economic considerations and environmental impact with assembly-disassembly design. © 2021 Taylor & Francis Group, London.",,"Ecodesign; Environmental impact; Sustainable development; Temporary bridges; Bridge engineering; Bridge structures; Construction wastes; Design method; Designed path; Environmental problems; Lifecycle designs; Pressung; Reuse; Total life; Life cycle",,,,,,,,,,,,,,,,"Boothroyd, G., Alting, L., Design for assembly and disassembly (1992) CIRP annals, 41 (2), pp. 625-636; Khan, M. A., (2014) Accelerated Bridge Construction: Best Practices and Techniques, , Elsevier; Xu, D., Zhao, Y., Liu, C., Turmo, J., Shear design of concrete beams reinforced with grid reinforcement (2013) Magazine of concrete research, 65 (2), pp. 93-107; Xu, D., Zhao, Y., Liu, C., Experimental study on shear behavior of reinforced concrete beams with web horizontal reinforcement (2014) Frontiers of Structural and Civil Engineering, 8 (4), pp. 325-336",,"Chen A.Ruan X.Frangopol D.M.","Jiangsu Fasten Road and Bridge Technology Co., Ltd.;Tongji University","CRC Press/Balkema","7th International Symposium on Life-Cycle Civil Engineering, IALCCE 2020","27 October 2020 through 30 October 2020",,172254,,9780367360191,,,"English","Life-Cycle Civ. Eng.: Innov., Theory Practice - Proc. Int. Symp. Life-Cycle Civ. Eng., IALCCE",Conference Paper,"Final","",Scopus,2-s2.0-85117408009
"Hyun-Joong K., Suk P.Y., Young K.C., Hee K.S., Seong Y.H.","55739607300;57223093272;57223091674;57223095852;57223098047;","Structural tests on 43- And 45-year-old pre-stressed concrete bridge for reinforcement effect of PSC-I girders reinforced by external strand tendons",2020,"IABSE Congress, Christchurch 2020: Resilient Technologies for Sustainable Infrastructure - Proceedings",,,,"180","187",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85104820675&partnerID=40&md5=8882943d166ec4c5de7eef0877dce94a","Hybrid Structural Testing Center, Yongin-si, South Korea; Department of Civil and Environmental Engineering, Myongji University, Yongin-si, South Korea; Korea Construction Engineering Development Collaboratory Management Institute (KOCED CMI), Yongin-si, South Korea","Hyun-Joong, K., Hybrid Structural Testing Center, Yongin-si, South Korea; Suk, P.Y., Department of Civil and Environmental Engineering, Myongji University, Yongin-si, South Korea; Young, K.C., Department of Civil and Environmental Engineering, Myongji University, Yongin-si, South Korea; Hee, K.S., Department of Civil and Environmental Engineering, Myongji University, Yongin-si, South Korea; Seong, Y.H., Korea Construction Engineering Development Collaboratory Management Institute (KOCED CMI), Yongin-si, South Korea","In this study, the flexural behavior of pre-stressed concrete-I (PSC-I) girders was investigated to intuitively and more accurately evaluate the structural behavior and load-carrying capacity increase of PSC-I girder bridges more than 40 years old and reinforced by the external pre-stressing (PS) tendon reinforcement method. Many bridges in South Korea, which were constructed after the 1960s, exhibit a significantly low load-carrying capacity due to aging and the application of loads that are different from originally designed loads. To improve the load-carrying capacity and working load of these old bridges, reinforcement methods that use external PS tendons have been conventionally used. However, the evaluation of the load-carrying capacity of a bridge and the calculation of the number of external tendons for reinforcement are performed through the vehicle load test within the working load range of the bridge. Most of the studies conducted so far have been limited to the calculation of the loss of the members required for the reinforcement of the bridge or their structural behavior. In this study, a flexural failure verification experiment was performed on PSC-I girder bridges that were constructed based on the standard design of the 1960s to verify the reinforcement effect of PS tendons. The target of the experiment was the girders of PSC-I girder bridges designed more than 40 years ago based on the working loads of DB-18 and DB- 24. © 2020 IABSE Congress, Christchurch 2020: Resilient Technologies for Sustainable Infrastructure - Proceedings. All rights reserved.","External tendon; Full-scale Experimental; Maintenance; PSC-I","Automobile testing; Beams and girders; Concrete testing; Load limits; Load testing; Loads (forces); Prestressed concrete; Wire; External tendon; Flexural behavior; Flexural failure; Reinforcement effects; Reinforcement method; Standard design; Structural behaviors; Structural tests; Bridges",,,,,"Ministry of Land, Infrastructure and Transport, MOLIT","This research was supported by a grant (20SCIPB128487- 04) from the Smart Civil Infrastructure Research Program funded by the Ministry of Land, Infrastructure and Transport of the Korean government.","This research was supported by a grant 縃? SC? I? ? B ? ? ? ? ? ?? ? Z? fromthe Smart Civil Infrastructure Research ?rogram funded by the Ministry of Land ? Infrastructure and Transport of the Korean government ?",,,,,,,,,"(2014) Bridge design specifications, , AASHTO. Washington, DC: AASHTO; (2004) Nondestructive test methods for evaluation of concrete in structures, , ACI Committee 228. Report ACI 228.2R-98, American Concrete Institute, Farmington Hills, MI; Pessiki, S., Kaczinski, M., Wescott, H., Evaluation of Effective Pre-stressed Force in 28-Year-Old Prestressed Concrete Bridge Beams (1996) PCI Journal, 41 (6), pp. 78-79; Shenoy, C., Frantz, C., Structural Tests of 27-Year-Old Prestressed Bridge Beam (1991) PCI Journal, 36 (5), pp. 80-90; Tabatabai, H., Dickson, T. J., Structural Evaluation of a 34-Year-Old Precast Post- Tensioned Concrete Girder (1993) PCI Journal, pp. 50-63. , Sep-Oct; Park, C., Lee, B., Experimental Study on Ultimate Behavior of PSC I Girder (2002) Journal of Structural Integrity and Maintenance, 6 (2), pp. 177-181; Park, C., Lee, B., Experimental Study on Stiffening of PSC I Bridge by External Prestressing (2003) KSCE Journal of Civil Engineering, pp. 1430-1435; Yoo, Sung-Won, Yang, In-Hwan, Suh, Jeong-In, Experiment of Flexural Behavior of Prestressed Concrete Beams with External Tendons according to Tendon Area and Tendon Force (2009) Journal of the Korea Concrete Institute, 21 (4), pp. 513-521. , August; Aparicio, A. C., Ramos, G., Casas, J. R., Testing of Externally Pre-stressed Concrete Beams (2000) Engineering Structures, 24 (1), pp. 73-84; Peng, Fei, Xue2, Weichen, Tan, Yuan, Design Approach for Flexural Capacity of Prestressed Concrete Beams with External Tendons, , S.M.ASCE1; and, (ASCE)ST.1943-541X.0002208; Ng, C. K., Tendon Stress and Flexural Strength of Externally Pre-stressed Beams (2003) ACI Structural Journal, 100 (5), pp. 644-653; Naaman, A. E., Burns, N., French, C., Gamble, W. L., Mattock, A. H., Stresses in Unbounded Pre-stressing Tendons at Ultimate: Recommendation (2002) ACI Structural Journal, 99 (4), pp. 518-529; Dall'Asta, A., Ragni, L., Zona, A., Analytical model for geometric and material nonlinear analysis of externally prestressed beams (2007) J. Eng. Mech, 133 (1), pp. 117-121. , 2007a. ASCE 0733-9399 133:1(117); Dall'Asta, A., Ragni, L., Zona, A., Simplified method for failure analysis of concrete beams prestressed with external tendons (2007) J. Struct. Eng, 133 (1), pp. 121-131. , 2007b. ASCE 0733-9445 133:1(121); Breen, JE, Burdet, O, Roberts, C, Sanders, D, Wollmann, G., Anchorage Zone Reinforcement for Post-tensioned Concrete Girders (1994), pp. 210-256. , NCHRP Report 356","Seong, Y.H.; Korea Construction Engineering Development Collaboratory Management Institute (KOCED CMI)South Korea; email: syh0896@gmail.com","Abu A.","Arup;Aurecon;Granor Rubber and Engineering;Sika;TJAD;WSP","International Association for Bridge and Structural Engineering (IABSE)","IABSE Congress Christchurch 2020: Resilient Technologies for Sustainable Infrastructure","3 February 2021 through 5 February 2021",,168364,,9783857481703,,,"English","IABSE Congress, Christchurch: Resilient Technol. Sustain. Infrastr. - Proc.",Conference Paper,"Final","",Scopus,2-s2.0-85104820675
"Wessel R., Brown G., Harris M., Kotze R.","57223090081;57223087890;57223100057;12782527500;","Rehabilitation of bearings of a major earthquake damaged railway bridge",2020,"IABSE Congress, Christchurch 2020: Resilient Technologies for Sustainable Infrastructure - Proceedings",,,,"655","662",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85104801140&partnerID=40&md5=7998a918a448cc48b525ea81f080645a","North Canterbury Transport Infrastructure Recovery (NCTIR) Alliance, Christchurch, New Zealand; Beca Ltd., Wellington, New Zealand; KiwiRail, Wellington, New Zealand","Wessel, R., North Canterbury Transport Infrastructure Recovery (NCTIR) Alliance, Christchurch, New Zealand, Beca Ltd., Wellington, New Zealand; Brown, G., North Canterbury Transport Infrastructure Recovery (NCTIR) Alliance, Christchurch, New Zealand, Beca Ltd., Wellington, New Zealand; Harris, M., North Canterbury Transport Infrastructure Recovery (NCTIR) Alliance, Christchurch, New Zealand, Beca Ltd., Wellington, New Zealand; Kotze, R., North Canterbury Transport Infrastructure Recovery (NCTIR) Alliance, Christchurch, New Zealand, KiwiRail, Wellington, New Zealand","The Clarence River Rail Bridge is a 478 m long steel truss girder bridge located 40 Km north of Kaikoura. The cast iron fixed and guided pinned bearings of the bridge suffered significant damage during the November 2016 Kaikoura Earthquake, likely caused by vertical seismic accelerations in excess of 1g. Replacement of the damaged cast iron guided pinned bearings involved the design of new bespoke pinned steel bearings with modern stainless steel and approved sliding material (ASM) surfaces newly introduced to AS5100.4:2017. The use of modern bearing materials and established detailing principles have led to rehabilitating an earthquake damaged 80-year-old bridge with design and construction of the earthquake repairs completed in less than 12 months. © 2020 IABSE Congress, Christchurch 2020: Resilient Technologies for Sustainable Infrastructure - Proceedings. All rights reserved.","AS5100.4:2017; ASM; Bearing replacement; Kaikoura Earthquake; New Zealand; Railway; Seismic retrofit; Steel bearings; Truss bridge","Beams and girders; Cast iron; Railroad bearings; Railroad bridges; Bearing materials; Design and construction; Railway bridges; Sliding materials; Steel bearings; Steel truss girder; Vertical seismic; Earthquakes",,,,,,,,,,,,,,,,"Holden, (2017) The 2016 Kaikoura, , New Zealand, Earthquake: Preliminary Seismological Report, GNS; (2016) Ground motion records from Geonet, , www.geonet.org.nz; (2011) KiwiRail W201 - Railway Bridge Design Brief, (6); (2015) Manual of Rail Engineering, , American Railway Engineering and Maintenance of Way Association (AREMA). Edition; Standards New Zealand. NZS 1170.5:2004. Earthquake actions - New Zealand; SP/M/022 - Bridge Manual, , Waka Kotahi New Zealand Transport Agency. 3rd edition, including Amendment 2; Hourigan, (2017) Rectification of Captain Cook Bridge Bearings, , Brisbane; (2014) ORKOT Marine Bearings - Engineering Manual, , Trelleborg Sealing Solutions. Trelleborg, Sweden; ACM Composite Bearings, , ACM Bearings Ltd, Rotherham, United Kingdom; (2014) Protective Coatings for Steel Bridges: Guide for Bridge and Maintenance Engineers, , Waka Kotahi New Zealand Transport Agency; (2017) AS5100.4:2017 Bridge Design, , Australian Standard. Bearings and Deck Joints","Wessel, R.; North Canterbury Transport Infrastructure Recovery (NCTIR) AllianceNew Zealand; email: ronald.wessel@beca.com","Abu A.","Arup;Aurecon;Granor Rubber and Engineering;Sika;TJAD;WSP","International Association for Bridge and Structural Engineering (IABSE)","IABSE Congress Christchurch 2020: Resilient Technologies for Sustainable Infrastructure","3 February 2021 through 5 February 2021",,168364,,9783857481703,,,"English","IABSE Congress, Christchurch: Resilient Technol. Sustain. Infrastr. - Proc.",Conference Paper,"Final","",Scopus,2-s2.0-85104801140
"Watson A., Paton S., Cowell A.","57223081827;57223092937;57223091126;","Swan street bridge upgrade - Widening a 70-year old bridge",2020,"IABSE Congress, Christchurch 2020: Resilient Technologies for Sustainable Infrastructure - Proceedings",,,,"647","654",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85104795074&partnerID=40&md5=f613d368c19a31747577582cb4809357","Arup, Melbourne, VIC, Australia","Watson, A., Arup, Melbourne, VIC, Australia; Paton, S., Arup, Melbourne, VIC, Australia; Cowell, A., Arup, Melbourne, VIC, Australia","The Swan Street Bridge is a reinforced concrete five-span arch bridge crossing the Yarra River in Melbourne, Australia. Constructed circa 1950, it provided four lanes of traffic and narrow pedestrian footpaths on both sides. The bridge forms part of a key route for vehicular access into the Central Business District, as well as pedestrian thoroughfare to the sporting and events precinct. Substantial increases in traffic volumes meant the bridge had become a significant bottleneck and was hazardous for pedestrians. In response to this, a scheme was developed to widen the bridge - providing an additional lane of traffic and four-metre-wide Shared User Paths on both sides - all guided by an overlaying architectural vision created by the winner of a design competition. This paper presents the structural technical solutions adopted for the strengthening and widening, which considered the original structural design, as well as the architectural intent for the widening. © 2020 IABSE Congress, Christchurch 2020: Resilient Technologies for Sustainable Infrastructure - Proceedings. All rights reserved.","Abutment; Bridge; Mechanical Bearings; Rehabilitation; Reinforced Concrete; Strengthening; Widening","Architectural design; Reinforced concrete; Structural design; Bridge crossing; Central business districts; Design competitions; Key routes; Melbourne , Australia; Technical solutions; Traffic volumes; User path; Arch bridges",,,,,,,,,,,,,,,,"https://bigbuild.vic.gov.au/projects/swanstreet-bridge-upgrade; AS5100-2004 Bridge Design Set; (1992) Disability Discrimination Act","Watson, A.; ArupAustralia; email: alistair.watson@arup.com","Abu A.","Arup;Aurecon;Granor Rubber and Engineering;Sika;TJAD;WSP","International Association for Bridge and Structural Engineering (IABSE)","IABSE Congress Christchurch 2020: Resilient Technologies for Sustainable Infrastructure","3 February 2021 through 5 February 2021",,168364,,9783857481703,,,"English","IABSE Congress, Christchurch: Resilient Technol. Sustain. Infrastr. - Proc.",Conference Paper,"Final","",Scopus,2-s2.0-85104795074
"Hoowaty J.","39361869600;","Repair of high silicon steel railway bridges",2020,"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges, Report",,,,"1024","1031",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85103473096&partnerID=40&md5=f981735d754a1d66c84915effc6696ad","Faculty of Architecture and Civil Engineering, West Pomeranian University of Technology, Szczecin, Poland","Hoowaty, J., Faculty of Architecture and Civil Engineering, West Pomeranian University of Technology, Szczecin, Poland","Structural steel has a varied history, with different types of steels used in construction. The majority of structural steels were of standard type but right from the start there was great interest in manufacturing higher strength steels. For a short period, high silicon structural steels were popular and the steels found applications in many riveted engineering structures. The first two railway bridges made from silicon steel were constructed in Germany and Switzerland. The paper presents repair works on two railway truss bridges constructed from high silicon steel in the early 1930s. Modernisation of the track system required some works to be carried out via welding. Material and tensile tests were undertaken to assess the possibility for welding to be used in joining the new components. Repair works were carried out by Polish Railways. The results of tests on the old silicon steels may be useful when strengthening similar riveted structures constructed from early high-strength steels. © 2020 IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges, Report. All rights reserved.","High structural steel; Historic bridges; Steel bridges; Welded bridges","Building materials; High strength steel; History; Railroad bridges; Railroads; Repair; Steel bridges; Steel construction; Tensile testing; Trusses; Welding; Engineering structures; High-silicon steel; New components; Railway bridges; Riveted structures; Standard type; Structural steels; Track systems; Silicon steel",,,,,,,,,,,,,,,,"SCHAPER, G., (1949) Stählerne Brücken, p. 207. , Verlag von Wilhelm Ernst & Sohn, Berlin; KADO, Umbau der Dragebrücke bei Kreuz. Erste Brücke der Deutschen Reichsbahn in Siliziumbaustahl (1927), 16, pp. 659-662. , Die Bautechnik. 5, Jahrgang; BÜHLER, A., Die erste Eisenbahnbrücke aus Siliziumstahl der schweizerischen Bundesbahnen (1929) Die Bautechnik, 16, pp. 235-239. , 7, Jahrgang; Erweiterung der sogenannten .,Neuen"" Elbbrücke und Billhorner Brücke in Hamburg (1928), 6 (54), pp. 794-805. , LEO, Die Bautechnik. Jahrgang; SCHAPER, VON, (1930) Jahrgang, 8 (3), pp. 40-41. , Der Brückenbau und der Ingenierhochbau der Deutschen Reichsbahn-Gesellschaft im Jahre 1929; GILLETT, H. W., (1926) High Silicon Structural Steel, Technological Papers of the Bureau of Standards, 21 (331), pp. 122-144. , Government Printing Office, Washington; HOOWATY, J., WICHTOWSKI, B., Properties of Structural Steel used in Earlier Railway Bridges (2013) Structural Engineering International, 23 (4), pp. 512-518; HOOWATY, J., Properties of high tensile steels in historical railway bridges (2018) Proceedings of the Institution of Civil Engineers-Construction Materials, 171 (6), pp. 234-245; HOOWATY, J., Upgrading of a riveted railway bridge. Retrofitting of corroded plate girder steelwork (2017) Eurosteel 2017, The 8th European Conference on Steel and Composite Structures, pp. 4579-4586. , 13-15 September Copenhagen; HOOWATY, J., Maintenance repair by welding of a badly-corroded railway bridge IABSE Conference 2018-Engineering the Past, to Meet the Needs of the Future-June 25-27 2018, Copenhagen, Report IABSE, 110, pp. 211-218","Hoowaty, J.; Faculty of Architecture and Civil Engineering, Poland; email: janusz.holowaty@zut.edu.pl","Bien J.Biliszczuk J.Hawryszkow P.Hildebrand M.Knawa-Hawryszkow M.Sadowski K.","Allplan;BERD;Budimex;et al.;Maurer;Research and Design Office MOSTY-WROCLAW","International Association for Bridge and Structural Engineering (IABSE)","1st IABSE Online Symposium Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges","7 October 2020 through 9 October 2020",,167847,,9783857481697,,,"English","IABSE Symp., Wroclaw: Synerg. Cult. Civ. Eng. - Hist. Challenges, Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85103473096
"Oliveira D.V., Allahvirdizadeh R., Sánchez A., Riveiro B., Mendes N., Silva R.A., Fernandes F.","9249985900;54956619700;57200043734;35096575300;35264860400;35587551100;55747115200;","Structural performance of a medieval stone masonry arch bridge",2020,"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges, Report",,,,"901","908",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85103472122&partnerID=40&md5=4938cba498c33b99fec69612401f36cc","Department of Civil Engineering, University of Minho, Isise and IB-S, Azurém, Guimarães, Portugal; Division of Structural Engineering and Bridges, Kth Royal Institute of Technology, Stockholm, Sweden; Department of Materials Engineering, Applied Mechanics and Construction, University of Vigo, Vigo, Spain; Faculty of Engineering and Technologies, University Lusiada-Norte, Famalicaõ, Portugal","Oliveira, D.V., Department of Civil Engineering, University of Minho, Isise and IB-S, Azurém, Guimarães, Portugal; Allahvirdizadeh, R., Division of Structural Engineering and Bridges, Kth Royal Institute of Technology, Stockholm, Sweden; Sánchez, A., Department of Materials Engineering, Applied Mechanics and Construction, University of Vigo, Vigo, Spain; Riveiro, B., Department of Materials Engineering, Applied Mechanics and Construction, University of Vigo, Vigo, Spain; Mendes, N., Department of Civil Engineering, University of Minho, Isise and IB-S, Azurém, Guimarães, Portugal; Silva, R.A., Department of Civil Engineering, University of Minho, Isise and IB-S, Azurém, Guimarães, Portugal; Fernandes, F., Faculty of Engineering and Technologies, University Lusiada-Norte, Famalicaõ, Portugal","Many masonry historical bridges are still under service, particularly in Europe. Their significant cultural value, key role in transportation network systems and deterioration condition requires assessing their safety with respect to different scenarios, particularly earthquakes, which masonry structures are inherently vulnerable. This assessment requires collecting detailed information such as geometry, material properties, boundary conditions and existing damages to construct reliable numerical models. However, their significant cultural value prevents conducting destructive and even minor-destructive tests. The structural assessment of Barcelos Bridge, a medieval stone masonry arch bridge in northern Portugal, by means of a numerical approach is discussed in the current article. In this regard, a 3D advanced finite element model was prepared, in which the external geometry and internal morphology were extracted from laser scanning and ground penetrating radar survey, respectively. Then, outcomes of indirect sonic tests were adopted to characterize material characteristics and dynamic properties (i.e. frequencies and mode shapes) obtained from ambient dynamic identification were employed to update the FE model. Two load scenarios including gravity and lateral transversal loadings were taken into account to assess the performance of the bridge. Thus, incremental nonlinear pushdown and pushover analyses were performed, which resulted in evaluating current safety level of the bridges and possible failure modes. © 2020 IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges, Report. All rights reserved.","Finite element modelling; Historical constructions; Model updating; Nondestructive tests; Pushover analysis; Stone masonry arch bridge","Arches; Damage detection; Deterioration; Geological surveys; Ground penetrating radar systems; History; Masonry bridges; Masonry construction; Masonry materials; Safety engineering; Structural analysis; Deterioration conditions; Dynamic identification; Ground penetrating radar survey; Material characteristics; Numerical approaches; Structural assessments; Structural performance; Transportation network; Arch bridges",,,,,,,,,,,,,,,,"COSTA, C., RIBEIRO, D., JORGE, P., SILVA, R., ARÊDE, A., CAL?ADA, R., Calibration of the Numerical Model of a Stone Masonry Railway Bridge Based on Experimentally Identified Modal Parameters (2016) Engineering Structures, 123 (15), pp. 354-371; FARO Focus 3D Laser Scanner, , http://www.faro.com/engb/products/construction-bim-cim/faro-focus, FARO Technologies UK Ltd, last accessed 2019/02/19; RIVEIRO, B., CONDE, B., ARIAS, P., Laser Scanning for the Evaluation of Historic Structures (2019) Handbook of Research on Seismic Assessment and Rehabilitation of Historical Structures, pp. 213-256. , IGI Global; OLIVEIRA, D.V., ALLAHVIRDIZADEH, R., SÁNCHEZ, A., RIVEIRO, B., MENDES, N., SILVA, R.A., FERNANDES, F.M., Assessment of a Medieval Arch Bridge Restoring to Non-Destructive Techniques amd Numerical Tools (2019) 9th International Conference on Arch Bridges (ARCH-2019), , Porto, Portugal; BRENCICH, A., SABIA, D., Experimental Identification of a Multi-span Masonry Bridge: The Tanaro Bridge (2008) Construction and Building Materials, 22 (10), pp. 2087-2099; (2018) ARTeMIS: Ambient Response Testing and Modal Identification Software, , SVS-Structural Vibration Solutions A/S, Modal 5.3.1.1, Denmark; DIANA FEA, BV, (2019) Displacement Method Analyzer, , Release 10.3. DIANA FEA BV, The Netherlands; OLIVEIRA, D.V., GHIASSI, B., ALLAHVIRDIZADEH, R., WANG, X., MININNO, G., SILVA, R.A., Macromodeling Approach for Pushover Analysis of Textile-Reinforced Mortar-Strengthened Masonry (2019) Numerical Modeling of Masonry and Historical Structures from Theory to Application, pp. 745-778. , Woodhead Publishing; LOUREN?O, P.B., (1996) Computational Strategies for Masonry Structures, , PhD Dissertation, TU Delft, Netherlands; ALLAHVIRDIZADEH, R., OLIVEIRA, D.V., SILVA, R.A., Numerical Modelling of the Seismic Outof-plane Response of a Plain and TRM-Strengthened Rammed Earth Subassembly (2019) Engineering Structures, 193 (15), pp. 43-56; ALLAHVIRDIZADEH, R., OLIVEIRA, D.V., SILVA, R.A., Numerical Investigation of the In-plane Seismic Performance of Untrengthened and TRM-Strengthened Rammed Earth Walls (2019) International Journal of Architectural Heritage, , (Under Press); LOUREN?O, P.B, Recent Advances in Masonry Modelling: Micromodelling and Homogenisation (2009) Multiscale Modeling in Solid Mechanics Computational Approaches, pp. 251-294. , Edited by: GALVANETTO U., FERRI ALIABADI M.H., Imperial College Press, UK; CONDE, B., RAMOS, L.F., OLIVEIRA, D.V., RIVEIRO, B., SOLLA, M., Structural Assessment of Masonry Arch Bridges by Combination of Non-Destructive Testing Techniques and Three-Dimensional Numerical Modelling: Application to Vilanova Bridge (2017) Engineering Structures, 148 (1), pp. 621-638; DOUGLAS, B., REID, W., Dynamic Tests and System Identification of Bridges (1982) Journal of Structural Division, 108 (10), pp. 2295-2312; MENDES, N., (2012) Seismic Assessment of Ancient Masonry Buildings: Shaking Table Tests and Numerical Analysis, , PhD Dissertation, University of Minho, Portugal; ALLAHVIRDIZADEH, R., GHOLIPOUR, Y., Reliability Evaluation of Predicted Structural Performances Using Nonlinear Static Analysis (2017) Bulletin of Earthquake Engineering, 15 (5), pp. 2129-2148; PELÁ, L., APRILE, A., BENEDETTI, A., Seismic Assessment of Masonry Arch Bridges (2009) Engineering Structures, 31, pp. 1777-1788","Oliveira, D.V.; Department of Civil Engineering, Portugal; email: danvco@civil.uminho.pt","Bien J.Biliszczuk J.Hawryszkow P.Hildebrand M.Knawa-Hawryszkow M.Sadowski K.","Allplan;BERD;Budimex;et al.;Maurer;Research and Design Office MOSTY-WROCLAW","International Association for Bridge and Structural Engineering (IABSE)","1st IABSE Online Symposium Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges","7 October 2020 through 9 October 2020",,167847,,9783857481697,,,"English","IABSE Symp., Wroclaw: Synerg. Cult. Civ. Eng. - Hist. Challenges, Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85103472122
"Ceravolo R.","7005992698;","Condition assessment, monitoring and preservation of some iconic concrete structures of the 20th century",2020,"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges, Report",,,,"59","82",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85103456294&partnerID=40&md5=c6bd83d64a891e9c86a7a57e6c90bd5a","Geotechnical and Building Engineering, Dep. of Structural, Politecnico di Torino, Turin, Italy","Ceravolo, R., Geotechnical and Building Engineering, Dep. of Structural, Politecnico di Torino, Turin, Italy","Great architects and structural engineers such as Berg (1870-1947), Maillart (1872-1940), Freyssinet (1879-1962), Torroja (1899-1961), Nervi (1891-1979), Candela (1910-1997), Isler (1926-2009) and many others have designed recognized works of art in their discipline. They conceived extraordinary concrete spatial structures, that are located mostly in Europe and represent a unique legacy. It is important to raise awareness of this heritage, define the criteria for preserving it and begin the process of its renovation and rehabilitation. While concrete has become a 20th century emblem, much of the world's heritage from this period is unrecognized or undervalued, and therefore it is at risk and in need of analysis and protection. Innovative technologies and solutions are needed that contribute to the successful reuse of modern concrete built heritage. Indeed, such structures are plagued by significant deterioration and most of them are in urgent need of retrofitting and/or radical refurbishment. In other words, there is a need to bring some of these buildings back to life, while respecting the spirit of their original characters, through new technologies for long-term conservation that can maintain an adequate level of structural performance. Achieving this goal would produce substantial economic impacts through activities such as restoration, maintenance, and cultural industry. The keynote lecture, more specifically, focuses on the condition assessment, monitoring and preservation of 20th century architectural heritage characterized by a complex spatial structural design. The service life of civil and cultural heritage concrete spatial structures is typically thought to range from 10 to 200 years, but in practice the service environment plays a pivotal role in sustained durability. Indeed, the collapse of Polcevera Viaduct in Genoa has raised strong concerns on the durability of concrete structures conceived at that time. The scientific community has once again underlined the important role played by maintenance and continuous structural health monitoring in avoiding these disastrous events. In order to demonstrate a correct approach to condition monitoring of concrete spatial buildings and bridges, some important experiences are described that were recently obtained at the Polytechnic of Turin on the structural analysis, seismic vulnerability and condition assessment for iconic 20th century heritage buildings. © 2020 IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges, Report. All rights reserved.","20th century heritage buildings; Concrete; Condition assessment; Morandi; Nervi; Preservation; Seismic assessment; Structural health monitoring; Turin exhibition center","Bridges; Concrete buildings; Concrete construction; Condition monitoring; Deterioration; Durability; Historic preservation; Risk assessment; Structural analysis; Structural health monitoring; Architectural heritage; Condition assessments; Continuous structural health monitoring; Durability of concrete structure; Innovative technology; Long-term conservation; Significant deteriorations; Structural performance; Concretes",,,,,,,,,,,,,,,,"CERAVOLO, R., DE LUCIA, G., LENTICCHIA, E., MIRAGLIA, G., Seismic Structural Health Monitoring of Cultural Heritage Structures (2019) Seismic Structural Health Monitoring, pp. 51-85. , Series: Springer Tracts in Civil Engineering, Limongelli M.P. and Çelebi M. eds, Chapter 3; CERAVOLO, R., LENTICCHIA, E., Diagnosis and preservation of 20TH Century architectural Heritage: From the first thin shell solutions to the iconic structures built by Pier Luigi Nervi and Riccardo Morandi in Turinm (2019) Keynote of the 7th Structural Engineers World Congress, pp. 165-179. , Istanbul, Turkey; https://www.icomos.org/charters/structures-e.pdf; MACDONALD, S., CROFT, S., (2019) Concrete: Case Studies in Conservation Practice, , (eds), Getty Conservation Institute, Series: Conserving Modern Heritage, Los Angeles (CA); CARBONARA, G., (1996) Trattato di restauro architettonico, , UTET, Torino, (in Italian); CHIORINO, C., Problems and Strategies for Conservation of Pier Luigi Nervi's Heritage (2013) Journal of the IASS, 54 (2-3), pp. 221-232; HESSE, M.M., (1963) Models and Analogies in Science, , Sheed & Ward, New York; MARCHIS, V., (1988) Modelli. Esperimenti di simulazione al computer, , SEI, Torino, (in Italian); BERTOLINI, C., CHIABRANDO, F., INVERNIZZI, S., MARZI, T., SPANO', A., The thin concrete vault of the Paraboloide of Casale, Italy. Innovative methodologies for the survey, structural assessment and conservation interventions (2014) Proceedings of Structural Faults & Repair conference, , Edinburgh; OBERTI, G., Le développement des essais sur modèles réduits de structures et l'exploitation des résultats (1966) IABSE publications, 26, pp. 345-363; CERAVOLO, R., DE LUCIA, G., MIRAGLIA, G., PECORELLI, M.L., Thermoelastic finite element model updating with application to monumental buildings (2019) Computer-Aided Civil and Infrastructure Engineering, , https://doi.org/10.1111/mice.12516; MIRAGLIA, G., (2019) Hybrid simulation techniques in the structural analysis and testing of architectural heritage, , PhD Thesis, Polytechnic of Turin; BURSI, O.S., ABBIATI, G., REZA, M.S., A novel hybrid testing approach for piping systems of industrial plants (2014) Smart Structures and Systems, 14 (6), pp. 1005-1030; FARRAR, C.R., WORDEN, K., An introduction to Structural Health Monitoring (2007) Phil. Trans. R. Soc. A, 365, pp. 303-315; CERAVOLO, R., MATTA, E., QUATTRONE, A., ZANOTTI FRAGONARA, L., Amplitude dependence of equivalent modal parameters in monitored buildings during earthquake swarms (2018) Earthquake Engineering & Structural Dynamics, 46 (14), pp. 2399-2417; LENTICCHIA, E., CERAVOLO, R., CHIORINO, C., Damage scenario-driven strategies for the seismic monitoring of XX century spatial structures with application to Pier Luigi Nervi's Turin Exhibition Centre (2017) Engineering Structures, 137, pp. 256-267; CERAVOLO, R., COLETTA, G., LENTICCHIA, E., LI, L., QUATTRONE, A., ROLLO, S., In-Operation Experimental Modal Analysis of a Three Span Open-Spandrel RC Arch Bridge (2019) Proceedings of ARCH, pp. 491-499; CERAVOLO, R., ABBIATI, G., Time domain identification of structures: A comparative analysis of output-only methods (2013) Journal of Engineering Mechanics (ASCE), 139 (4), pp. 537-544; FRISWELL, M.I., MOTTERSHEAD, J.E., AHMADIAN, H., Finite element model updating using experimental test data: Parametrization and regularization (2001) Phil. Trans. R. Soc. A, 359, pp. 169-186; LENTICCHIA, E., CERAVOLO, R., INVERNIZZI, S., Experimental dynamic behavior of an of an historical thin shell structure in concrete: The Paraboloide of Casale Monferrato (2019) Proceedings of ICSA 2019 4th International Conference on Structures and Architecture, pp. 350-360; NERVI, P.L., (1956) Structures, , McGraw-Hill Book Company, Inc., New York; CERAVOLO, R., CHIORINO, C., CHIORINO, M. A., ISOLA, A., ISOLA, S., LENTICCHIA, E., LUCIANI, L, MONEO, R., Preservation and rehabilitation strategies for the shell and spatial structures by Nervi and Morandi of the Turin Exhibition Center (2018) Proceedings of the IASS Symposium; BONADÈ BOTTINO, V., MORANDI, R., (1959) Sistemazione area del Galoppatoio in Torino. Calcoli di stabilità, , Roma, 2 Aprile Archivio Maire Tecnimont, Torino, 1959 (in Italian); LEVI, F., CHIORINO, M.A., Concrete in Italy. A review of a century of concrete progress in Italy, Part 1: Technique and architecture (2004) ACI Concrete Int, 26 (9), pp. 55-61; LENTICCHIA, E., CERAVOLO, R., ANTONACI, P., Sensor Placement Strategies for the Seismic Monitoring of Complex Vaulted Structures of the Modern Architectural Heritage (2018), 2018, p. 3739690. , https://doi.org/10.1155/2018/3739690, Shock Vib., ID: 3739690, Article ID; (2012) Non-Destructive Assessment of Concrete Structures: Reliability and Limits of Single and Combined Techniques, , RILEM, Breysse D. ed., Springer; http://www.torinoesposizionigetty.polito.it; (2019) Prove di caratterizzazione meccanica dei materiali e prove di carico sulle strutture di copertura del Padiglione V Torino Esposizioni, , MASTRLAB, Politecnico di Torino, (in Italian); (2019) Relazione sulle prove di caratterizzazione dinamica del Padiglione Morandi di Torino Esposizioni, , Laboratorio di Dinamica e Sismica del Politecnico di Torino, (in Italian); CERAVOLO, R., COLETTA, G., LENTICCHIA, E., MINERVINI, D., QUATTRONE, A., Dynamic investigations on the health state and seismic vulnerability of Morandi's Pavilion V of Turin Exhibition Center (2020) Proceedings of the IABSE Symposium on Synergy of Culture and Civil Engineering-History and Challenges, , Wrocaw, Poland, October 7-9; EUROCODE, C. E. N., (2001) Basis of structural design, , European Standard EN; (2001) Probabilistic assessment of existing structures, , JOINT COMMITTEE ON STRUCTURAL SAFETY. RILEM Publ; DITLEVSEN, O., MADSEN, H.O., (1996) Structural reliability methods, , New York: Wiley; (1939) Norme per l'esecuzione delle opere in conglomerato cementizio semplice od armato, , RD 2229/1939, (in Italian)","Ceravolo, R.; Geotechnical and Building Engineering, Italy; email: rosario.ceravolo@polito.it","Bien J.Biliszczuk J.Hawryszkow P.Hildebrand M.Knawa-Hawryszkow M.Sadowski K.","Allplan;BERD;Budimex;et al.;Maurer;Research and Design Office MOSTY-WROCLAW","International Association for Bridge and Structural Engineering (IABSE)","1st IABSE Online Symposium Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges","7 October 2020 through 9 October 2020",,167847,,9783857481697,,,"English","IABSE Symp., Wroclaw: Synerg. Cult. Civ. Eng. - Hist. Challenges, Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85103456294
"Karas S.","7006409804;","Historic bridge in pliszczynska street in lublin",2020,"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges, Report",,,,"252","259",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85103436906&partnerID=40&md5=ca700ab32368a07091aaa6c82907b1cd","Faculty of Civil Engineering and Architecture, Lublin University of Technology, Lublin, Poland","Karas, S., Faculty of Civil Engineering and Architecture, Lublin University of Technology, Lublin, Poland","The introduction contains a general discussion of the concept of synergy as a social category, often related to architecture and bridges as elements of architecture. The revitalisation of Bilbao and the Lutosawski bridge in Lublin are mentioned as examples of synergistic processes. The link between synergy and strong aesthetic feelings is discussed on the example of the Rzedzinski bridge in Wrocaw. The fundamental focus of the paper is a potentially feasible process resulting in the development of vide valley of the Bystrzyca river near Pliszczynska Street, which runs through the outskirts of Lublin. A heritage bridge, the renovation of which may initiate a whole process of creating a new urban recreational area, is also located there. It is a reinforced concrete bridge with an arch girder- A cylindrical shell, to be precise. In terms of form, the structure resembles the Monier arch bridge. There is no information of the 100 year old bridge in the archives which could testify to its role and history. The paper contains basic technical information concerning the bridge. © 2020 IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges, Report. All rights reserved.","Bridge synergy; Ecology; Heritage bridges; Sustainable construction; Technical culture heritage","Arches; History; Reinforced concrete; Cylindrical shell; Historic bridges; Social categories; Technical information; Whole process; Arch bridges",,,,,,,,,,,,,,,,"CORNING, P., The Synergism Hypothesis: On the Concept of Synergy and its Role in the Evolution of Complex Systems (2000) Journal of Social and Evolutionary Systems, 21 (2), pp. 133-172; GEHL, J., (2011) Live between buildings: Using Public Space, p. 216. , Island Press; Sixth edition; KARAS, S., Bridges in Bilbao architecture (in Polish) (2017) Portfolio of the Committee on Architecture, Urban Planning and Landscape Studies-Polish Academy of Sciences, (1), pp. 82-94. , Branch in Lublin; KARAS, S., Acquiring the historic 100-year-old bridge for teaching purposes (in Polish) (2015) Road Engineering, LXX (9), pp. 296-301; (1987) Our Common Future, p. 383. , World Commission on Environment and Development. Oxford: Oxford University Press; Assessment of in-situ compressive strength in structures and precast concrete components, , EN 13791; EN 1992-1-1 Eurocode 2: Design of concrete structures-Part 1-1: General rules and rules for buildings; KARAS, S., (2014) PWN, p. 138. , Bridges of Engineer Marian Lutosawski in Lublin (in Polish); EN 1991-2 Eurocode 1: Actions on structures-Part 2: Traffic loads on bridges","Karas, S.; Faculty of Civil Engineering and Architecture, Poland; email: s.karas@pollub.pl","Bien J.Biliszczuk J.Hawryszkow P.Hildebrand M.Knawa-Hawryszkow M.Sadowski K.","Allplan;BERD;Budimex;et al.;Maurer;Research and Design Office MOSTY-WROCLAW","International Association for Bridge and Structural Engineering (IABSE)","1st IABSE Online Symposium Wroclaw 2020: Synergy of Culture and Civil Engineering - History and Challenges","7 October 2020 through 9 October 2020",,167847,,9783857481697,,,"English","IABSE Symp., Wroclaw: Synerg. Cult. Civ. Eng. - Hist. Challenges, Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85103436906
"Fu C., Han D.","57222351751;55264280400;","Research on design of prefabricated steel-concrete composite girder in bridge widening",2020,"Proceedings of the fib Symposium 2020: Concrete Structures for Resilient Society",,,,"1707","1714",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85102404904&partnerID=40&md5=d4e6b7d65dcd00120334d4a07c24759f","China Design Group CO., Ltd., Nanjing, China","Fu, C., China Design Group CO., Ltd., Nanjing, China; Han, D., China Design Group CO., Ltd., Nanjing, China","With the rapid development in domestic economy and construction, the present road carrying capacity cannot support the high demand for future transportation development. Therefore, bridge widening and capacity expansion of existing structures become urgent. The traditional way of widening bridges generally adopts the same type of structural components as the existing bridge, such as cast-in-situ concrete box girder, prefabricated T-beam, small box girder and hollow slab. This research is based on a highway expansion project to study the widening method for an old concrete bridge. Several problems involve if the traditional bridge widening method is used, such as construction area limitation, insufficient bridge clearance and uncertainty in timeline. To solve these problems, the research adopts the prefabricated steel-concrete composite beam for bridge widening. Compared to the traditional construction method, the composite structure can meet the clearance requirement and is convenient to construct. The proposed method also has advantages of small creep and shrinkage between old and new bridges as well as little traffic disruption. Steel-concrete composite box sections with large stiffness is preferred. The factor of safety for the old bridge has been increased after widening, which indicates that the new structure has an unloading effect on the old bridge. For the proposed method, the deformation consistency between the old and new bridges and the stress distribution of the widening slab are important to consider. Theoretical calculation results prove that the widened bridge structure has acceptable resistance and structural performance. This project took only 4 months from designing, manufacturing to installation completion, which proves great construction efficiency. Therefore, using prefabricated steel-concrete composite beams in bridge renovation and expansion is an effective method for bridge widening projects and is beneficial to the economy and society. © Proceedings of the fib Symposium 2020: Concrete Structures for Resilient Society. All rights reserved.","Bridge widening; Clearance insufficien; Old concrete bridge; Prefabricated; Steel-concrete composite girder","Box girder bridges; Composite beams and girders; Concrete beams and girders; Concrete buildings; Concrete construction; Safety factor; Shrinkage; Steel bridges; Steel research; Structural design; Unloading; Widening (transportation arteries); Construction efficiency; Steel concrete composite beam; Steel-concrete composite; Steel-concrete composite girders; Structural performance; Theoretical calculations; Traditional constructions; Transportation development; Composite bridges",,,,,,,,,,,,,,,,"Fan, J.S, Nie, J.G., Zhao, J., Application of composite structure in bridge widening project (2007) 11th Annual Meeting of steel concrete composite structure branch of China Steel Association, , August, Changsha, China; Fu, C.X., Yang, P., Zhou, Q., Research on reasonable main beam layout of small and medium-span steel-concrete composite slab girder bridge (2017) Shanghai Highway, (2), pp. 37-40. , (in Chinese); (2015) General design specifications for highway bridges and culverts, , Industry standard of the People's Republic of China. (b). Beijing: People's Communications Press; Piotr, L., Jacek, N., Anna, D., Numerical and experimental tests of steel-concrete composite beam with the connector made of top-hat profile (2019) Composite Structures, 211, pp. 244-253; (2015) Design and Construction Specifications for Highway Steel-Concrete Composite Bridges, , The People's Republic of China Industry Recommended Standards. (a). Beijing: People's Communications Press; Ye, J.S., Ju, J.Y., Wu, W.Q., Discussion on several issues of widening of prestressed concrete bridges (2008) Proceedings of National Conference on Reinforcement, Renovation and Evaluation of Existing Bridges, , (in Chinese); Zhao, Y., Zhou, X.H., Yang, Y.L., Shear behavior of a novel cold-formed U-shaped steel and concrete composite beam (2019) Engineering Structures, 200, p. 109745","Han, D.; China Design Group CO., China; email: Handz.new@163.com","Zhao B.Lu X.","ALLPLAN;Liuzhou OVM Machinery Co., Ltd.","International Federation for Structural Concrete","2020 fib Symposium: Concrete Structures for Resilient Society","22 November 2020 through 24 November 2020",,167100,,9782940643042,,,"English","Proc. fib Symp.: Concrete Struct. Resilient Soc.",Conference Paper,"Final","",Scopus,2-s2.0-85102404904
"Kuhta M., Humar G., Rebolj D.","24335056300;57221854177;6602998744;","Virtual rebuilding of the old demolished drawbridge of Piran",2020,"REHABEND",,,,"2798","2806",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85100442110&partnerID=40&md5=076e640fb6067a8fb449436b76485417","Faculty of Civil Eng, Transportation Eng and Architecture University or Maribor, Slovenia","Kuhta, M., Faculty of Civil Eng, Transportation Eng and Architecture University or Maribor, Slovenia; Humar, G., Faculty of Civil Eng, Transportation Eng and Architecture University or Maribor, Slovenia; Rebolj, D., Faculty of Civil Eng, Transportation Eng and Architecture University or Maribor, Slovenia","A stone drawbridge once connected the banks of the mouth of the inner port of Piran, but was demolished after the port bay has been filled up. Little documentation remained, but it became evident that the bridge had some very unique characteristics, which awakened the interest of researchers to explore the details and develop a digital model. In the paper we first present the process of discovering the geometry of the bridge, the building technology and the lifting mechanism, then we explain the methodology of digital modelling and the resulting model and its applications. The paper is focused on the digital model, where we reconstructed the bridge stone by stone. To demonstrate the position of the bridge in the real environment, we have put the model onto its original position using mixed reality technology. The future plan is to enable tourists and citizens of Piran to observe the old bridge using appropriate MR devices under the guidance of the Maritime museum of Piran. Since the bridge is still hiding a few secrets we plan to further investigate them and refine the digital model and its application. © 2020, University of Cantabria - Building Technology R&D Group. All rights reserved.","Demolished heritage; Digital modelling; Mixed reality; Stone drawbridge; Virtual rebuilding",,,,,,,,,,,,,,,,,"Centofanti, M., Brusaporci, S., Lucchese, V., Architectural heritage and 3d models (2014) Lect Notes Comput Vis Biomech, 15, pp. 31-49; Riveiro, B., Arias, P., Armesto, J., Rial, F., Solla, M., Multidisciplinar aproach to historical arch bridges documentation (2008) Int Arch Photogramm Remote Sens Spat Inf Sci - ISPRS Arch, p. 37; Biagini, C., Capone, P., Donato, V., Facchini, N., Towards the BIM implementation for historical building restoration sites (2016) Autom Constr, 71, pp. 74-86; Challenor, J., Ma, M., A Review of Augmented Reality Applications for History Education and Heritage Visualisation (2019) Multimodal Technol Interact, 3 (2), p. 39; Stathopoulou, E.K., Georgopoulos, A., Panagiotopoulos, G., Kaliampakos, D., Crowdsourcing lost cultural heritage (2015) ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 2, pp. 295-300. , Copernicus GmbH; Pan, Y., Dong, Y., Wang, D., Chen, A., Ye, Z., Three-dimensional reconstruction of structural surface model of heritage bridges using UAV-based photogrammetric point clouds (2019) Remote Sens, 11 (10); Al-Kheder, S., Al-Shawabkeh, Y., Haala, N., Developing a documentation system for desert palaces in Jordan using 3D laser scanning and digital photogrammetry (2009) J Archaeol Sci, 36 (2), pp. 537-546; Tommasi, C., Achille, C., Fassi, F., From point cloud to BIM: A modelling challenge in the cultural heritage field (2016) International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences - ISPRS Archives, 41; Kivilcim, C., Duran, Z., A semi- Automated point cloud processing methodology for 3D cultural heritage documentation (2016) International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences - ISPRS Archives, pp. 293-296; Garcia-Fernandez, J., Anssi, J., Ahn, Y., Fernandez, J.J., Quantitative + qualitative information for heritage conservation: An open science research for paving “collaboratively” the way to historical-BIM (2015) 2015 Digital Heritage International Congress, Digital Heritage 2015, pp. 207-208; Dore, C., Murphy, M., Historic building information modelling (HBIM) (2015) Handbook of Research on Emerging Digital Tools for Architectural Surveying, Modeling, and Representation, pp. 233-273; Baik, A., Boehm, J., Robson, S., JEDDAH HISTORICAL BUILDING INFORMATION MODELING “JHBIM” OLD JEDDAH – SAUDI ARABIA (2013) ISPRS - Int Arch Photogramm Remote Sens Spat Inf Sci, 40-5 (W2), pp. 73-78; Fai, S., Graham, K., Duckworth, T., Wood, N., Attar, R., Building Information Modelling and Heritage Documentation (2011) 23Rd International Symposium, International Scientific Committee for Documentation of Cultural Heritage (CIPA); Hichri, N., Stefani, C., De Luca, L., Veron, P., Hamon, G., FROM POINT CLOUD TO BIM: A SURVEY OF EXISTING APPROACHES (2013) ISPRS - Int Arch Photogramm Remote Sens Spat Inf Sci, 40-5 (W2), pp. 343-348; Murphy, M., McGovern, E., Pavia, S., Historic Building Information Modelling-Adding intelligence to laser and image based surveys of European classical architecture (2013) ISPRS J Photogramm Remote Sens, 76, pp. 89-102; Guidi, G., Russo, M., Angheleddu, D., Digital reconstruction of an archaeological site based on the integration of 3D data and historical sources (2013) ISPRS - Int Arch Photogramm Remote Sens Spat Inf Sci, 40-5 (W1), pp. 99-105; Campanaro, D.M., Landeschi, G., Dell’Unto, N., Leander Touati, A.M., 3D GIS for cultural heritage restoration: A “white box” workflow (2016) J Cult Herit, 18, pp. 321-332; Milgram, P., Kishino, F., Taxonomy of mixed reality visual displays (1994) IEICE Trans Inf Syst, E77-D (12), pp. 1321-1329; Haugstvedt, A.C., Krogstie, J., Mobile augmented reality for cultural heritage: A technology acceptance study (2012) ISMAR 2012 - 11Th IEEE International Symposium on Mixed and Augmented Reality 2012, Science and Technology Papers, pp. 247-255; Wither, J., Allen, R., Samanta, V., The Westwood experience: Connecting story to locations via mixed reality (2010) 9Th IEEE International Symposium on Mixed and Augmented Reality 2010: Arts, Media, and Humanities, ISMAR-AMH 2010 - Proceedings, pp. 39-46; Fino, E.R., Martín-Gutiérrez, J., Fernández, M., Davara, E.A., Interactive tourist guide: Connecting web 2.0, augmented reality and QR codes (2013) Procedia Computer Science, 25, pp. 338-344. , Elsevier B.V; Rebolj, D., Humar, G., Piran Drawbridge: Photos, Maps, Sketches and Models, , https://photos.app.goo.gl/UXNA51MQCV2piLNF7, Published 2018. Accessed September 6, 2019; Rebolj, D., Piranski Most 7.12.18 MR Stabilised.Avi - Youtube, , https://youtu.be/dmgNMV2OumU, Published 2018. Accessed September 6, 2019; Rebolj, D., Piranski Most | 3D Warehouse. Sketchup 3D Warehouse, , https://3dwarehouse.sketchup.com/model/003de5f7-378b-4087-a8dd-9484dffea3b3/Piranski-most, Published 2019. Accessed September 10, 2019; Osello, A., Lucibello, G., Morgagni, F., HBIM and virtual tools: A new chance to preserve architectural heritage (2018) Buildings, 8 (1)",,"Lombillo I.Blanco H.Boffill Y.",,"University of Cantabria - Building Technology R&D Group","8th Euro-American Congress on Construction Pathology, Rehabilitation Technology and Heritage Management, REHABEND 2020","24 March 2020 through 27 March 2020",,253609,23868198,9788409178711,,,"English","Rehabend",Conference Paper,"Final","",Scopus,2-s2.0-85100442110
"Prates G., Gonçalves M.M., Lopes A.C., Laranja R.","6504498720;57220809251;57221842364;57220985176;","Silves bridge geometric model via structure-from-motion: Tool for heritage digital catalogs",2020,"REHABEND",,,,"2825","2830",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85100415686&partnerID=40&md5=e5ea59d2288569bb72f2ebea346a4b4e","Civil Engineering Department, University of Algarve, Portugal Centro de Estudos Geográficos, IGOT University of Lisbon, Portugal; Laboratório de Astronomia, Geodesia y Cartografia, University of Cadiz, Spain; Civil Engineering Department University of Algarve, Portugal","Prates, G., Civil Engineering Department, University of Algarve, Portugal Centro de Estudos Geográficos, IGOT University of Lisbon, Portugal, Laboratório de Astronomia, Geodesia y Cartografia, University of Cadiz, Spain; Gonçalves, M.M., Civil Engineering Department University of Algarve, Portugal; Lopes, A.C., Civil Engineering Department University of Algarve, Portugal; Laranja, R., Civil Engineering Department University of Algarve, Portugal","The old bridge in Silves, Portugal, has five perfectly formed arches extending over the Arade river with about 76 meters long built of local materials. In the 14th century this structure was rebuilt on the location of a previous structure built when Silves was the Moorish capital between the 8th and 13th centuries occupation of the Algarve. Though a Roman road might have crossed this area, there is no medieval descriptions mentioning a bridge in Silves, still it is also known as the Roman bridge. After interventions in the 14th, 17th, 18th and 20th centuries, the bridge was classified as monument of public interest and became pedestrian-only and frequently evaluated for its risk of collapse. Stereo-photogrammetry is a recognized surface reconstruction tool applied for almost one century, where from several overlapping images of the surface a 3D model can be obtained. Contrasting with classical stereo-photogrammetry, Structure-from-Motion (SfM) is a nearly automated compilation of digital imagery processing strategies that solve for camera position and surface geometry using matching features identified in several images from diverse perspectives and preferably with high degree of overlap. Together with ongoing increase in computer power, SfM allowed digital stereo hotogrammetry to be operative for close-range, high-resolution and non-metric overlapping digital images, and cost-effective. Applying these nearly automated strategies to digital images of the old bridge in Silves taken from the surrounding grounds, a dense point-cloud was computed providing its complete digital model allowing accurate measurements and materials visual identification, key elements for heritage digital catalogs and historical building information models. © 2020, University of Cantabria - Building Technology R&D Group. All rights reserved.","Digital model; Geometric point-cloud; Silves bridge; Structure-from-motion",,,,,,"Fundação para a Ciência e a Tecnologia, FCT: UIDB/00295/2020, UIDP/00295/2020","Work partially funded by the Fundação para a Ciência e a Tecnologia (Financiamento Base (FCT I.P.: UIDB/00295/2020) & Financiamento Programático (FCT I.P.: UIDP/00295/2020)).","Work partially funded by the Fundação para a Ciência e a Tecnologia (Financiamento Base (FCT I.P.:",,,,,,,,,"Westoby, M.J., Brasington, J., Glasser, N.F., Hambrey, M.J., Reynolds, J.M., Structure-from-Motion photogrammetry: A low-cost, effective tool for geoscience applications (2012) Geomorphology, 179, pp. 300-314. , http://dx.doi.org/10.1016/j.geomorph.2012.08.021; Snavely, N., Seitz, S.M., Szeliski, R., Modeling the World from Internet Photo Collections (2008) Internetional Journal of Computer Vision, 80 (2), pp. 189-210. , http://dx.doi.org/10.1007/s11263-007-0107-3; Furukawa, Y., Ponce, J., Accurate, Dense, and Robust Multi-View Stereopsis (2007) 2007 IEEE Conference on Computer Vision and Pattern Recognition, pp. 1-8. , http://dx.doi.org/10.1109/CVPR.2007.383246; Prizeman, O., HBIM and matching techniques: Considerations for late nineteenth- and early twentieth-century buildings (2015) Journal of Architectural Conservation, 21 (3), pp. 145-159. , http://dx.doi.org/10.1080/13556207.2016.1139852; Rodríguez-Moreno, C., Reinoso-Gordo, J.F., Rivas-López, E., Gómez-Blanco, A., Ariza-López, F.J., Ariza-López, I., From point cloud to BIM: An integrated workflow for documentation, research and modeling of architectural heritage (2018) Survey Review, 50 (360), pp. 212-231. , http://dx.doi.org/10.1080/00396265.2016.1259719",,"Lombillo I.Blanco H.Boffill Y.",,"University of Cantabria - Building Technology R&D Group","8th Euro-American Congress on Construction Pathology, Rehabilitation Technology and Heritage Management, REHABEND 2020","24 March 2020 through 27 March 2020",,253609,23868198,9788409178711,,,"English","Rehabend",Conference Paper,"Final","",Scopus,2-s2.0-85100415686
"Boháčová D., Burgetová E.","57219987270;55753773800;","Reconstruction of the historic bridge located in portz insel",2020,"Key Engineering Materials","868 KEM",,,"159","165",,,"10.4028/www.scientific.net/KEM.868.159","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85096415579&doi=10.4028%2fwww.scientific.net%2fKEM.868.159&partnerID=40&md5=4c9009dcdb89405e60404cb157c171ff","Faculty of Civil Engineering, CTU in Prague, Thákurova 7, Prague 6, 166 29, Czech Republic","Boháčová, D., Faculty of Civil Engineering, CTU in Prague, Thákurova 7, Prague 6, 166 29, Czech Republic; Burgetová, E., Faculty of Civil Engineering, CTU in Prague, Thákurova 7, Prague 6, 166 29, Czech Republic","The paper presents a structural survey of the arch bridge from the 17th century located in Portz Insel near Mikulov. The purpose of the research was to analyze service life and reliability of the bridge structure including long-term functional durability. There were performed probes in order to search for the original frame foundation and defining a shape of particular arches buried in the ground for decades. The probes also helped to check up the structure of the bridge deck in several places. Currently, throughout 2019 and 2020, the bridge will undergo major reconstruction work in the context of the project „Mikulov, Portz Insel – restructuralisation of the historic countryside“. © 2020 Trans Tech Publications Ltd, Switzerland.","Experimental testing; Historic bridge; Historic technoligies; Reconstruction; Structural survey","Arch bridges; Arches; Bridge decks; Probes; Bridge structures; Historic bridges; Structural surveys; Maintenance",,,,,,,,,,,,,,,,"BOHÁČOVÁ, D., BOHÁČ, R., (2016) Project documentation, structural survey, , Prague MikulovPortz Insel, 2019; State District Archives Brno/ Břeclav/ Mikulov, maps from 17th century; KREJČIŘÍK, P., (2016) Mikulov, Portz Insel-obnova komponované historické krajiny, , Vinohrady 1039, Valtice; KORANDOVÁ, K., HROMEK, J., (2016) Information from Municipal office Mikulov, , 2017; BIELY, B., HROMEK, J., Notes from site controls, p. 2019. , Mikulov-Portz Insel, 2020","Boháčová, D.; Faculty of Civil Engineering, Thákurova 7, Czech Republic; email: denisa.bohacova@fsv.cvut.cz","Kostelecka M.",,"Trans Tech Publications Ltd","21st Conference on the Rehabilitation and Reconstruction of Buildings, CRRB 2019","28 November 2019 through 29 November 2019",,251129,10139826,9783035736533,KEMAE,,"English","Key Eng Mat",Conference Paper,"Final","",Scopus,2-s2.0-85096415579
"Hu H.-T., Huang C.-M., Chen P.-J., Liu K.-Y.","55805441800;57218955349;56872104200;8586691900;","Nonlinear finite element analysis of rc bridge piers strengthened by composite materials under the soil-pile interaction",2020,"Proceedings of the International Offshore and Polar Engineering Conference","2020-October",,,"1400","1406",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85090877572&partnerID=40&md5=2c3e02d30601053737f05cf4dd2c8f40","Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan","Hu, H.-T., Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan; Huang, C.-M., Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan; Chen, P.-J., Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan; Liu, K.-Y., Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan","Offshore bridges play an important role under multi-hazard circumstances. In 1989, the San Francisco earthquake significantly damaged the San Francisco–Oakland Bay Bridge and caused serious disaster. It also caused serious damage to other bridges that affected the rescue efforts. Meanwhile, many of the old bridges in the world were built more than 30 years ago and are required to be strengthened to resist earthquakes and to extend their service life. In this study, the Abaqus finite element program is employed to analyze the nonlinear behavior of bridge piers under soil and structure interaction. The concrete pier and concrete pile are modeled by the concrete damage plasticity model. The reinforcing steel is modeled by the elastic-perfectly plastic model. The soil is also modeled by an elastic-perfectly plastic model with the Mohr-Coulomb yield criterion. In addition, infinite elements for soil are used to simulate the infinite domain of earth. Finally, fiber reinforced plastics (FRP) are modeled with the nonlinear stress-strain relations suggested by Hahn and Tsai and with the Tsai-Wu failure criterion. For the numerical analyses, nonlinear finite element analysis of RC bridge piers strengthened by FRP under the soil-pile interaction are carried out. Parametric studies are performed to study the effect of laminate layup of FRP, strengthening area of FRP, mono pile, group piles and scour depth of piles on the ultimate strength and failure behavior of bridge pier system and important conclusions are given. © 2020 by the International Society of Offshore and Polar Engineers (ISOPE).","Bridge structure; Composite material; Pushover; Seismic force","ABAQUS; Arctic engineering; Bridge piers; Concretes; Earthquakes; Fiber reinforced plastics; Finite element method; Nonlinear analysis; Offshore oil well production; Pile foundations; Piles; Safety engineering; Scour; Soils; Stress-strain curves; Toll bridges; Concrete damage plasticity models; Elastic perfectly plastic; Fiber reinforced plastic(FRP); Mohr Coulomb yield criterion; Non-linear finite-element analysis; Non-linear stress-strain; Soil and structure interactions; Tsai-Wu failure criterion; Failure (mechanical)",,,,,,,,,,,,,,,,"Corporation, D.S., (2019) SIMULIA Abaqus Analysis User’s Manuals, , Theory Manuals and Example Problems Manuals, France; Hahn, H.T., Tsai, S.W., Nonlinear elastic behavior of unidirectional composite laminae (1973) Journal of Composite Materials, 7 (1), pp. 102-118; Hu, H-T, Kuo, C-H, Chen, P-J, Liu, K-Y, Wu, K-M (2019). “Nonlinear finite element analysis of bridge pier under static and dynamic loading, the 29th International Ocean and Polar Engineering Conference, Honolulu, Hawaii, USA; Huang, W.-H., (2013) Influence of Riverbed Scour on Seismic Performance of Bridges, , M.S. Thesis, National Chung Hsing University (in Chinese)",,,,"International Society of Offshore and Polar Engineers","30th International Ocean and Polar Engineering Conference, ISOPE 2020","11 October 2020 through 16 October 2020",,162827,10986189,9781880653845,POPEE,,"English","Proc Int Offshore Polar Eng Conf",Conference Paper,"Final","",Scopus,2-s2.0-85090877572
"Corbi I., Corbi O., Tropeano F.","6506438879;6602249325;57189853167;","Analysis of the spatial behaviour of masonry bridges via hierarchical fem modelling: The Devil’s bridge",2020,"International Journal of Mechanics","14",,,"72","78",,,"10.46300/9104.2020.14.9","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85085354011&doi=10.46300%2f9104.2020.14.9&partnerID=40&md5=13f6e807edd68f9aae316dde7a89da9b","Department of Structural Engineering and Architecture of University of Naples “Federico II”, Via Claudio 21, Napoli, 80125, Italy","Corbi, I., Department of Structural Engineering and Architecture of University of Naples “Federico II”, Via Claudio 21, Napoli, 80125, Italy; Corbi, O., Department of Structural Engineering and Architecture of University of Naples “Federico II”, Via Claudio 21, Napoli, 80125, Italy; Tropeano, F., Department of Structural Engineering and Architecture of University of Naples “Federico II”, Via Claudio 21, Napoli, 80125, Italy","The contribution of the fill to the global behavior of masonry vaulted bridges may be primarily significant. Nevertheless, ordinary analyses conducted on masonry bridges usually consider only the main structural vaulted elements. The paper reports some results obtained through a numerical simulation developed on a FEM model of an ancient bridge, the Devil’s bridge on Sele river at Barrizzo, in the Campania region. The study is aimed at showing how the fill may be contributing with a significant static action, changing the real carrying capacity of the bridge as regards applied loads. The study allows to highlight the spatial behavior of the single components and of the overall structure as well, in terms of stresses and deformed configurations under the self-weight and the accidental loads. © 2020, North Atlantic University Union. All rights reserved.","Bridge; FEM; Fill; Masonry; Modelling; Vault",,,,,,"27/12/2013","The authors acknowledge the financial contribution of the Dept. Civil Protection through the ReLuis pool (convention signed 27/12/2013).",,,,,,,,,,"Galliazzo, V., (1994) I Ponti Romani, , Treviso, Canova; Galliazzo, V., I ponti Romani (2004) II Congreso De Las Obras Romanas, Tarragona; Meomartini, A., I Monumenti e le opera d’arte della città di Benevento, pp (1889) 261-290; Miccio, B., Potenza, U., (1994) Gli Acquedotti Di Napoli, , A.M.A.N., Napoli; Sulla via Appia da Roma a Brindisi: Le fotografie di Thomas Ashby 1891-1925 (2003) Cura Di Cura Di Susanna Le Pera Buranelli E Rita Turchetti, , Roma, ICCD pubblicazioni; Torre, C., Ponti in Muratura (2003) Dizionario Storico-Tecnologico, Firenze, , Alinea Editrice; Baratta, A., Corbi, O., (2015) Instructions for the Assessment of the Structural Safety of Road Existing Masonry Bridges, p. 213. , national coordinators, National Council of Researches, CNR-DT; Baratta, A., Corbi, O., Heterogeneously Resistant Elastic-Brittle Solids under Multi-Axial Stress: Fundamental Postulates and Bounding Theorems (2015) J. Acta Mechanica, 226 (6), pp. 2077-2087; Baratta, A., Corbi, I., Corbi, O., Analytical Formulation of Generalized Incremental Theorems for 2D No-Tension Solids (2015) J. Acta Mechanica, 226 (9), pp. 2849-2859; Baratta, A., Corbi, I., Corbi, O., Stability of evolutionary brittle-tension 2D solids with heterogeneous resistance (2015) J. Computers and Structures; Baratta, A., Corbi, O., Contribution of the fill to the static behaviour of arched masonry structures: Theoretical formulation J.Acta Mechanica, 225 (1), pp. 53-66; Baratta, A., Corbi, I., Corbi, O., Bounds on the Elastic Brittle solution in bodies reinforced with FRP/FRCM composite provisions (2015) J. Composites Part B: Engineering, 68, pp. 230-236; Baratta, A., Corbi, O., Closed-form solutions for FRP strengthening of masonry vaults (2015) J. Computers and Structures, 147, pp. 244-249; Baratta, A., Corbi, O., An Approach to Masonry Structural Analysis by the No-Tension Assumption—Part I: Material Modeling, Theoretical Setup, and Closed Form Solutions (2010) Applied Mechanics Reviews, ASME International. Appl. Mech. Rev., 63 (4); Baratta, A., Corbi, O., An Approach to Masonry Structural Analysis by the No-Tension Assumption—Part II: Load Singularities, Numerical Implementation and Applications (2010) Journal Applied Mechanics Reviews, 63 (4); Baratta, A., Corbi, O., On the statics of No-Tension masonry-like vaults and shells: Solution domains, operative treatment and numerical validation (2011) Annals of Solid and Structural Mechanics, 2 (2-4), pp. 107-122; Baratta, A., Corbi, O., Relationships of L.A. Theorems for NRT Structures by Means of Duality. Intern (2005) Journal of Theoretical and Applied Fracture Mechanics, Elsevier Science, 44, pp. 261-274. , ISSN0167-8442 DOI; Baratta, A., Corbi, O., On the equilibrium and admissibility coupling in NT vaults of general shape (2010) Int J Solids and Structures, 47 (17), pp. 2276-2284. , ISSN: 0020-7683; Baratta, A., Corbi, O., Duality in non-linear programming for limit analysis of NRT bodies, Structural Engineering and Mechanics (2007) An International Journal, Technopress., 26 (1), pp. 15-30. , ISSN: 1225-4568 (2007); Baratta, A., Corbi, I., Spatial foundation structures over no-tension soil (2005) International Journal for Numerical and Analytical Methods in Geomechanics, 29, pp. 1363-1386. , Wiley Ed. ISSN: 03639061; Baratta, A., Corbi, I., Plane of Elastic Non-Resisting Tension Material under Foundation Structures (2004) International Journal for Numerical and Analytical Methods in Geomechanics, 28, pp. 531-542. , J. Wiley & Sons Ltd. ISSN 0363-9061; Baratta, A., Corbi, I., On the Statics of Masonry Helical Staircases (2011) Proceedings of the Thirteenth International Conference on Civil, Structural and Environmental Engineering Computing, Civil, p. 16. , in B.H.V.Topping, Y. Tsompanakis, (Editors),, -Comp Press, Stirlingshire, UK, Crete;6-9 September 2011, Paper 59, ISBN: 978-190508845-4; Baratta, A., Corbi, I., Equilibrium models for helicoidal laterally supported staircases (2013) Journal of Computers and Structures, , ISSN: 00457949, DOI; Baratta, A., Corbi, I., Statics and Equilibrium Paths of Masonry Stairs (2012) Open Construction and Building Technology Journal, 6, p. 368372. , ISSN: 1874-8368, DOI; Baratta, A., Corbi, I., Coppari, S., A method for the evaluation of the seismic vulnerability of fortified structures (2010) Final Conference on COST Action C26: Urban Habitat Constructions under Catastrophic Events, pp. 547-552. , Naples;16-18 September 2010;, ISBN: 978041560685-1; Baratta, A., Corbi, I., Corbi, O., Rinaldis, D., Experimental survey on seismic response of masonry models (2008) Proceedings of the 6Th International Conference on Structural Analysis of Historic Constructions: Preserving Safety and Significance, 8, pp. 799-807. , SAHC08, Bath;2-4 July 2008; ISBN 0415468728;978-041546872-5; Baratta, A., Corbi, O., (2013) An Approach to the Positioning of FRP Provisions in Vaulted Masonry Structures, Composites Part B: Engineering; Baratta, A., Corbi, O., Stress analysis of masonry vaults and static efficacy of FRP repairs (2007) Int. Journal of Solids and Structures, 44 (24), pp. 8028-8056; Baratta, A., Corbi, O., Analysis of the dynamics of rigid blocks using the theory of distributions Advances in Engineering Software, 44 (1), pp. 15-25; Baratta, A., Corbi, I., Corbi, O., Towards a Seismic Worst Scenario Approach for Rocking Systems (2013) Analytical and Experimental Set up for Dynamic Response, Journal Acta Mechanica, 224 (4), pp. 691-705; Corbi, I., FRP reinforcement of masonry panels by means of c-fiber strips (2013) Journal Composites, 47, pp. 348-356. , ISSN: 13598368, DOI; Corbi, I., FRP Composites Retrofitting for Protection of Monumental and Ancient Constructions (2012) Open Construction and Building Technology Journal, 6, pp. 361-367. , ISSN: 1874-8368, DOI","Corbi, I.; Department of Structural Engineering and Architecture of University of Naples “Federico II”, Via Claudio 21, Italy; email: ileana.corbi@unina.it",,,"North Atlantic University Union",,,,,19984448,,,,"English","Int. J. Mech.",Article,"Final","All Open Access, Bronze",Scopus,2-s2.0-85085354011
"Romo J.","12764138400;","A Set of Dainty Tied-Arch Bridges: The Formal Expression of the Structural Logic",2020,"Structural Integrity","11",,,"671","678",,,"10.1007/978-3-030-29227-0_73","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85085337009&doi=10.1007%2f978-3-030-29227-0_73&partnerID=40&md5=4c5c139f124f6275ed0f23cccdbf738a","FHECOR, Madrid, 28004, Spain","Romo, J., FHECOR, Madrid, 28004, Spain","Arch bridges are part of the cultural heritage of all cultures of humanity. However, the tied-arch bridges are a relatively recent creation and their structural behaviour is not obvious for those who do not know the basic principles of structural engineering. However, despite this difficulty in interpreting the flow of forces, the tied-arches also have a strong symbolic significance for the Public. This visual or symbolic force, together with its inherent resistant advantages, such as the slenderness of the deck or their independence from the foundation conditions, make the tied-arches a very suitable solution when it comes to building a bridge in an urban context. In the present paper, several small-scale bow-string arches are presented, all of them built in urban or peri-urban areas. These bridges are characterized by the rational use of resources and by a formalization of the structural elements that make them modest examples of how structural engineering can serve, not only to fulfil a purely functional and resistant purpose, but also to contribute to ennobling the area in which a bridge is built. The examples presented here are: the Najera bridges in La Rioja, the bridge over the Genil river in Granada, the bridge over the Guadalquivir river in Montoro (Córdoba) and the Roquetas Bridge all built in Spain. © Springer Nature Switzerland AG 2020.","Aesthetic; Bow-string; Conceptual design",,,,,,,,,,,,,,,,,"Romo, J., (2011) Guadalquivir River Bridge in Montoro (Cordoba). ACHE. V CONGRESS, pp. 715-716. , Barcelona, Spain, pp; Romo, J., (2011) Rambla Del Cañuelo Bridge in Roquetas De Mar, pp. 475-476. , ACHE. IV CONGRESS, Valencia, Spain, pp","Romo, J.; FHECORSpain; email: jrm@fhecor.es",,,"Springer",,,,,2522560X,,,,"English","Structur. Integr.",Book Chapter,"Final","",Scopus,2-s2.0-85085337009
"Baraibar J.M.","57216924654;","Reconstruction of the Butron Castle Arch Bridge",2020,"Structural Integrity","11",,,"753","761",,,"10.1007/978-3-030-29227-0_82","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85085336851&doi=10.1007%2f978-3-030-29227-0_82&partnerID=40&md5=3aa9c4b251b47fcf4af66dcdd4442896","Viuda de Sainz, Abanto, Bizkaia  48500, Spain","Baraibar, J.M., Viuda de Sainz, Abanto, Bizkaia  48500, Spain","Before the estuary of Plentzia, within one of the last meanders of the Butron river, the unique medieval castle of Butron can be found. It is located in the municipality of Gatika, in the Historical Territory of Biscay. The ancient masonry bridge connecting the castle and the opposite bank of the river, apart from being a hydraulic obstacle favouring the flooding of the alluvial plain in the area, presented a high risk of collapse, due to the scour of its right abutment. The local administration decides to reconstruct the ancient bridge, building a reinforced concrete deck arch bridge, with a single span of 23 m and a rise-to-span ratio of 1/6.57. This structural typology was chosen because of its ability for ensuring hydraulic section, and as a reminiscence of the ancient bridge. This humpback profiled structure is an example of an arch solving, in our days, a clearance in the range of very short spans. © Springer Nature Switzerland AG 2020.","Arch bridge; Reconstruction; Reinforced concrete; Short span",,,,,,,,,,,,,,,,,"Iturriza, J.R., (1885) Historia General De Vizcaya, , Bilbao; Preckler, A.M., (2013) Historia Del Arte Universal De Los Siglos XIX Y XX, , Editorial Complutense, Madrid; Atienza, I., (2014) Butron Y Otros Castillos De Bizkaia, , El Correo, Bilbao; Memoria resumen de los mapas de peligrosidad y riesgo de inundación (2013) Agencia Vasca Del Agua, , Vitoria; Duran, M., Los puentes arco de la época romana (2015) Revista De Obras Públicas, (3561), pp. 7-18. , ), pp; Arenas, J.J., (2002) Caminos En El Aire. Los Puentes. Colección Ciencias, Humanidades E ingeniería, , Colegio de Ingenieros de Caminos, Canales y Puertos, Madrid; Manterola, J., (2006) Puentes: Apuntes Para Su diseño, cálculo Y construcción. Canales Y Puertos, , Madrid, Colegio de Ingenieros de Caminos; Monleón, S., (2015) Ingeniería De Puentes. Análisis Estructural, , Editorial Universitat Politècnica de València, Valencia; Pi, Y., Bradford, M.A., Uy, B., In-plane stability of arches (2002) Int. J. Solids Struct., 39, pp. 105-125","Baraibar, J.M.; Viuda de SainzSpain; email: jmbaraibar@viudadesainz.com",,,"Springer",,,,,2522560X,,,,"English","Structur. Integr.",Book Chapter,"Final","",Scopus,2-s2.0-85085336851
"Brencich A., Clemente A., Robiola M.","56039587100;57216920504;57216930830;","Errors and New Trends in Widening the Deck of a Road Bridge",2020,"Structural Integrity","11",,,"849","857",,,"10.1007/978-3-030-29227-0_94","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85085330431&doi=10.1007%2f978-3-030-29227-0_94&partnerID=40&md5=08f6e64f487832cf33eef75b9095e767","Polytechnic School, University of Genoa, via Montallegro 1, Genoa, 16145, Italy; Province of Alessandria – General Direction – Infrastructure Section – Design Office, via Porta 9, Alessandria, 151221, Italy","Brencich, A., Polytechnic School, University of Genoa, via Montallegro 1, Genoa, 16145, Italy; Clemente, A., Province of Alessandria – General Direction – Infrastructure Section – Design Office, via Porta 9, Alessandria, 151221, Italy; Robiola, M., Province of Alessandria – General Direction – Infrastructure Section – Design Office, via Porta 9, Alessandria, 151221, Italy","Maintenance and upgrading are the urging needs of the European infrastructural network that, for masonry bridges, mainly mean: (i) widening of the deck; (ii) installation of the safety barriers; (iii) seismic safety, for seismic-prone areas. The common approach to the first two issues makes use of r.c. slabs, often lied down on the spandrels, and some other procedure somehow derived from r.c. construction. The outcomes may be serious damages to the bridges: the load distribution on the bridge is completely changed from the original design and damage may be induced in the arch barrel. In this paper, a case study is discussed to introduce a new technique for widening the bridge deck and setting the safety barriers is discussed: a r.c. slab, lied down onto the fill and separate from the spandrels, with lateral cantilevers, is used to widen the deck and so restrain the safety barriers. Large concrete blocks connected to the bedrock by means of piles have been built behind the skewbacks as horizontal restraints to the slab in case of seismic actions. In this way horizontal actions on the slab and the impact load of vehicles on the barriers are directly sustained by new structures and not by the old bridge. Such an approach is also cheap and does not necessarily ask for interrupting the bridge service. © Springer Nature Switzerland AG 2020.","Deck widening; Masonry bridge; Retrofitting",,,,,,,,,,,,,,,,,"Orban, Z., UIC project on assessment, inspection and maintenance of masonry arch railway bridges (2007) ARCH 2007 5th International Conference on Arch Bridges, pp. 3-12. , Lourenço, P., Oliveira, D., Portela, A. (eds.), pp., University of Minho, Guimaraes; Paulsson, B., Olofsson, J., Hedlund, H., Bell, B., Täljsten, B., Elfgren, L., Sustainable bridges-results from a european integrated research project (2007) Dolnoslaskie Wydawnictwo Edukacyjne, Wroclaw, 490p. , Bien J., Elfgren L., Olofsson J. (eds.); Ruddock, T., (2000) Masonry Bridges, Viaducts and Aqueducts, , Routledge, London; Melbourne, C., McKibbins, L., Sawar, N., Sicilia Gallard, C., Masonry arch bridges: Condition appraisal and remedial treatment (2016) CIRIA; Rahman, M.E., (2011) Masonry Arch Bridge: Analysis & Assessment, , Lambert Academic Publications, Germany; (2007) Guide to the Execution and Controls of Strengthening Bridges, , UIC Project I/03/U/285, WP 3/2-1, Paris; (2011) UIC 778-3, , 2nd Edition, Recommendations for the Inspection, Assessment and Maintenance of Masonry Arch Bridges; Bilello, C., Brencich, A., Di Paola, M., Sterpi, E., Compressive strength of solid clay brickwork: Calibration of experimental of experimental tests (2006) Proceedings of British Masonary Soc, , 10 October–November 2006, paper 4; Brencich, A., Sterpi, E., Compressive strength of solid clay brick masonry: Calibration of experimental tests and theoretical issues (2006) Proc. Str. An. of Hist. Constr, , Lourenço, R., Modena, A. (eds.), New Delhi; National Technical Code for Constructions – issued by the Italian Ministry for Infrastructures and Transports, 17 January 2018; (2005) Eurocode 6: Design of Masonry structures— Part 1-1: Common Rules for Reinforced and Unreinforced Masonry Structures, , EN 1996-1-1:2005. Brussels (2005)","Brencich, A.; Polytechnic School, via Montallegro 1, Italy; email: brencich@dicca.unige.it",,,"Springer",,,,,2522560X,,,,"English","Structur. Integr.",Book Chapter,"Final","",Scopus,2-s2.0-85085330431
"Vale D.","57216924202;","Old Bridges in Bragança – Building a Landscape Heritage",2020,"Structural Integrity","11",,,"101","108",,,"10.1007/978-3-030-29227-0_6","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85085294068&doi=10.1007%2f978-3-030-29227-0_6&partnerID=40&md5=6678ef5100124e9dd549eb91ba6f640d","Centro de Estudos de Arquitectura e Urbanismo da Faculdade de Arquitectura da, Universidade do Porto, Porto, Portugal","Vale, D., Centro de Estudos de Arquitectura e Urbanismo da Faculdade de Arquitectura da, Universidade do Porto, Porto, Portugal","Hopefully, this paper will help to contribute to the awareness and knowledge of old bridges in the territory of Bragança, which can and should be understood as key elements of the landscape, regarded as heritage landscape units, under permanent transformation. One tries to look at those different types of existing old bridges, like parts of this palimpsest in human interactions with the environment, which one calls culture. The analysis proposed in this paper is focused not only on the old bridges themselves, acting as isolated objects, but mostly on the old road networks in which they were included, distinguishing the different types of roads that one can identify in Bragança nowadays, as a natural outcome of the social, cultural and economic background over the centuries and millennia. Ultimately, this paper will contribute to the enhancement of public policies to rehabilitate the old road systems in Bragança, in a coherent and integrated way. © Springer Nature Switzerland AG 2020.","Ancient roads; Heritage Landscape Units; Old bridges",,,,,,,,,,,,,,,,,"Steiner, G., (2007) A Ideia De Europa, pp. 28-29. , 4th edn, pp.,. Gradiva, Lisboa; Álvarez, D., Paisajes contemporáneos de la desaparición (2017) Paisagem Antiga, Sua construção E (Re)Uso, Reptos E Perspectivas, pp. 11-30. , Dias, L., Alarcão, P. (eds.), pp., CITCEM, Porto; Anguiló, M., (1999) El Paisaje Construído, Una aproximación a La Idea De Lugar, p. 26. , Editorial Castalia, Madrid; Taborda, V., (1987) Alto Trás-os-Montes – Estudo geográfico, , 2nd edn. Livros Horizonte, Lisboa; Dias, L., Contributo para o Reconhecimento de “Estratigrafia” na Paisagem da Bacia do Douro (2013) CEM nº 4, pp. 177-190. , pp., CITCEM, Porto; Council of Europe Landscape Convention Homepage, , https://www.coe.int/en/web/landscape/home, Accessed 30 Mar 2019; Durán Fuentes, M., An endeavour to identify Roman Bridges built in former Hispania (2003) First International Congress on Construction History – Instituto Juan De Herrera, pp. 775-786. , pp., ETS de Arquitectura de Madrid","Vale, D.; Centro de Estudos de Arquitectura e Urbanismo da Faculdade de Arquitectura da, Portugal; email: dvale@arq.up.pt",,,"Springer",,,,,2522560X,,,,"English","Structur. Integr.",Book Chapter,"Final","",Scopus,2-s2.0-85085294068
"Appleton J.","7006399276;","History of Arch Bridges in Portugal",2020,"Structural Integrity","11",,,"31","50",,,"10.1007/978-3-030-29227-0_2","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85085288896&doi=10.1007%2f978-3-030-29227-0_2&partnerID=40&md5=563dc1de466bf3af0a546d9e4a9723f4","A2P Consult, Lda, Lisbon, Portugal; Instituto Superior Técnico, Departamento de Engenharia Civil, Arquitectura e Georrecursos, Lisbon, Portugal","Appleton, J., A2P Consult, Lda, Lisbon, Portugal, Instituto Superior Técnico, Departamento de Engenharia Civil, Arquitectura e Georrecursos, Lisbon, Portugal","This work presents some arch bridges constructed in Portugal since the Roman Empire period to recent times. For some masonry. Steel and concrete bridges construction details are also presented. Bridges and all constructions requires permanent maintenance. Some old bridges presents a reduced deck width requiring its enlargement. Live loads increased along time requiring strengthening interventions in existing bridges. The most severe action that led to some bridge destruction is river flooding and foundation infraescavation. Some examples of interventions are presented in the paper. © Springer Nature Switzerland AG 2020.","Arch; Bridges; History",,,,,,,,,,,,,,,,,"Appleton, J., Betão Armado – Nota Histórica (2011) Construção Magazine, 44; Appleton, J., (2005) Pontes Em Arco, , ASCP; Appleton, J., (2016) História Da construção De Pontes Em Portugal, BE, 2016; Appleton, J., (2001) Arrábida Bridge, , Arch; Cardoso, E., Alguns Métodos de Cálculo Experimental e sua Aplicação ao Estudo de Pontes (1950) Dissertação IST; Franco E Abreu, A., (1953) Evolução Da Construção Da Ponte Na Obra Da JAE, MOP; Martins, M.R., Torres, M.T., Faria, P., (1998) Pontes Metálicas Rodoviárias, , JAE; (2005) Região Norte – Ponte Maria Pia, , OE; (1998) Pontes Antigas Classificadas, , JAE; Vasconcelos, A., (2008) Pontes Dos Rios Douro E Tejo, , OE; Rababeh, S., Technical utilization of lifting devices for construction purposes in ancient Gerasa (2014) Int. J. Archit. Heritage, , 12/2014; Eiffel, G., Cie: Memória para apoio do projecto da Ponte sobre o Rio Douro próximo do Porto (1876) Revista De Obras Públicas E Minas; (1951) Ponte Marechal Carmona, , DSP; Alves, N.L., (1952) Ponte Sobre O Rio Tejo Em Vila Franca De Xira, Notas Sobre O Acompanhamento Da Obra De fundações; Cardoso, E., (1952) Projecto Da Ponte Dos Arcos; (2000) OE: 100 Obras De Engenharia Civil No século XX Em Portugal; Folque, J., Castro, G., Essai de chargement horizontal de pieux très longs (1962) Memória 193 LNEC; Cardoso, E., (1963) Projecto Da Ponte Da Arrábida Sobre O Rio Douro; (1963) Ponte Da Arrábida","Appleton, J.; A2P Consult, Portugal; email: julio.appleton@a2p.pt",,,"Springer",,,,,2522560X,,,,"English","Structur. Integr.",Book Chapter,"Final","",Scopus,2-s2.0-85085288896
"Tang L., Wu B.","6507529927;56729520500;","IGN Method and Matrices Equivalence of Regularization Jacobian Matrix in Solving NLS Survey Adjustment Problems",2020,"Lecture Notes in Civil Engineering","66",,,"1023","1034",,,"10.1007/978-981-15-2349-6_70","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85085180619&doi=10.1007%2f978-981-15-2349-6_70&partnerID=40&md5=58b5572fd62864f1f493a0893e8dd4e6","School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha, China; Department of Land Surveying and Geo-Informatics, Hong Kong Polytechnic University, Kowloon, Hong Kong","Tang, L., School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha, China; Wu, B., Department of Land Surveying and Geo-Informatics, Hong Kong Polytechnic University, Kowloon, Hong Kong","NLS methods may have ill-posed problems in many actual survey adjustment applications. With the increasing applications of nonlinear least squares (NLS) problems of surveying adjustment, it is very important to understand the ill-posed attribute of NLS problems and find ways to solve them. Based on regularization theory, this paper presents a new stable function to help obtain stable results of the NLS problems. An improved Gauss-Newton (IGN) method incorporating the developed stable functions is implemented with the capability of solving the ill-posed problem of survey adjustment applications. Matrices equivalence between regularization Jacobian matrices in solving NLS ill-posed problems was proposed to this paper. Experiments using simulated data and actual survey data on an old bridge which need to be repaired proved the good performances of the developed method, which can also be used in many other NLS applications such as bundle adjustment problems with photogrammetry. © Springer Nature Singapore Pte Ltd. 2020.","IGN method; Ill-posed problem; Matrices equivalence; Nonlinear least squares; Regularization","Surveys; Bundle adjustments; Gauss Newton; Ill posed; Ill posed problem; Nonlinear least squares; Regularization theory; Stable functions; Survey data; Jacobian matrices",,,,,"15B010; National Natural Science Foundation of China, NSFC: 41671446; Changsha University of Science and Technology, CSUST","This project was supported by the Chinese National Natural Science Foundation (Grant No. 41671446), Research Foundation of Education Bureau of Hunan Province, China (Grant No.15B010), Open Fund of State Engineering Laboratory of Highway Maintenance Technology (Changsha University of Science & Technology) (Grant No.kfj140102).","Acknowledgements This project was supported by the Chinese National Natural Science Foundation (Grant No. 41671446), Research Foundation of Education Bureau of Hunan Province, China (Grant No.15B010), Open Fund of State Engineering Laboratory of Highway Maintenance Technology (Changsha University of Science & Technology) (Grant No.kfj140102).",,,,,,,,,"Emery, X., Iterative algorithms for fitting a linear model of coregionalization (2010) Comput Geosci, 36 (9), pp. 1150-1160; Bifulco, I., Raiconi, G., Scarpa, R., Computer algebra software for least squares and total least norm inversion of geophysical models (2009) Comput Geosci, 35, pp. 1427-1438; Abdelrahman, E.S.M., Essa, K.S., Abo-Ezz, E.R., Sultan, M., Sauck, W., Gharieb, A.G., New least-squares algorithm for model parameters estimation using self-potential anomalies (2008) Comput Geosci, 34 (11), pp. 1569-1576; Gallagher, K., Sambridge, M., Genetic algorithms: A powerful tool for large-scale nonlinear optimization problems (1994) Comput Geosci, 20 (7-8), pp. 1229-1236; Clark, I., Roke, a computer program for nonlinear least-squares decomposition of mixtures of distributions (1977) Comput Geosci, 3 (2), pp. 245-256; Geunissen, P.J., Amiri-Simkooei, A.R., Least-squares variance component estimation (2008) J Geodesy, 82 (2), pp. 65-82; Schaffrin, B., Felus, Y.A., On the multivariate total least-squares approach to empirical coordinate transformations-Three algorithms (2008) J Geodesy, 82 (6), pp. 373-383; Xu, P., Nonlinear filtering of continuous systems: Foundational problems and new results (2003) J Geodesy, 77 (5-6), pp. 247-256; Blaha, G., Bessette, R.P., Nonlinear least-squares method via an isomorphic geometrical setup (1989) J Geodesy, 63 (2), pp. 115-137; Grafarend, E.W., Awange, J.L., (2003) Nonlinear Analysis of the Three-Dimensional Datum Transformation. J Geod, 77, pp. 66-76; Tang, L., Regularization algorithm of foundation settlement prediction model (2010) Rock Soil Mech, 31 (12), pp. 3945-3948; Wang, X., (2002) Theory and Application of Determining Parameters of Nonlinear Models, , Wuhan University Press, Wuhan; Tikhonov, A.N., Arsenin, V.Y., Solutions of ill-posed problems (1979) SIAM Rev, 21, pp. 266-267; Tikhonov, A.N., (1998) Nonlinear Ill-Posed Problems, , Chapman and Hall, London; Eriksson, J., Wedin, P.A., Gulliksson, M.E., Soderkvist, I., Regularization methods for uniformly rank-deficient nonlinear least-squares problems (2005) J Optim Theory Appl, 127, pp. 1-26; Shen, Y., Hu, L., Li, B., Ill-posed problem in determination of coordinate transformation parameters with small area’s data based on bursa model (2006) Acta Geod Cartogr Sin, 35 (2), pp. 95-98; Scherzer, O., A posteriori error estimates for the solution of nonlinear ill-posed operator equations (2001) Nonlinear Anal Theory Methods Appl, 45 (4), pp. 459-481; Salahi, M., Regularization tools and robust optimization for ill-conditioned least squares problem: A computational comparison (2011) Appl Math Comput, 217 (20), pp. 7985-7990; Peris, R., Marquina, A., Candela, V., The convergence of the perturbed Newton method and its application for ill-conditioned problems (2011) Appl Math Comput, 218 (7), pp. 2988-3001; Liu, C.S., Optimally scaled vector regularization method to solve ill-posed linear problems (2016) Appl Math Comput, 218 (21), pp. 10602-10616; Neuman, A., Reichel, L., Sadok, H., Implementations of range restricted iterative methods for linear discrete ill-posed problems (2012) Linear Algebr Appl, 436 (10), pp. 3974-3990; Wei, Y., Lu, T.T., Huang, H.T., Li, Z.C., Effective condition number for weighted linear least squares problems and applications to the Trefftz method (2012) Eng Anal Bound Elem, 36 (1), pp. 53-62; Lutskii, K.I., The condition number of the double-period method (2012) Math Model Comput Simul, 4 (2), pp. 236-240; Vasin, V., George, S., An analysis of Lavrentyev regularization method and Newton type process for nonlinear ill-posed problems (2014) Appl Math Comput, 230, pp. 406-413; Diana, C., López, C., Barz, T., Körkel, S., Wozny, G., Nonlinear ill-posed problem analysis in model-based parameter estimation and experimental design (2015) Comput Chem Eng, 77, pp. 24-42; Muoi, P.Q., Hào, D.N., Maass, P., Pidcock, M., Descent gradient methods for nonsmooth minimization problems in ill-posed problems (2016) J Comput Appl Math, 298, pp. 105-122; Gloub, G.H., Pereyra, V., The differentiation of pseudo-inverses and nonlinear least squares problems whose variables separate (1973) SIAM J Numer Anal, 10, pp. 413-432","Tang, L.; School of Traffic and Transportation Engineering, China; email: tlm@csust.edu.cn",,,"Springer",,,,,23662557,,,,"English","Lect. Notes Civ. Eng.",Book Chapter,"Final","",Scopus,2-s2.0-85085180619
"Gianluca P.","57215722515;","Cipp relining of a DN 300 mm pressure steel water pipe anchored under the ancient bridge of the academy in the historic center of Venice",2020,"37th International NO-DIG Conference and Exhibition 2019",,,"2300","","",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85081746038&partnerID=40&md5=b34b2b8431e7daa083c85228932e6086","Risanamento Fognature Spa, Salgareda, Italy","Gianluca, P., Risanamento Fognature Spa, Salgareda, Italy",[No abstract available],,,,,,,,,,,,,,,,,,"Installing Crew and Machinery; Ing. Federica Fior (Project Manager) and Luca Primelli (Assistant) for Logistic Support, Boats and Management; Ing. Marianna Rossi and Diego Rossi for Special HP Cleaning Machinery on Boat; Eng. Susanne Leddig-Bahls and Sven Loogen for BlueLine® Pressure Pipe System Technical Support","Gianluca, P.; Risanamento Fognature SpaItaly",,"Ditch Witch Italia;Ekso S.r.l.;Rotech;Vermeer","International Society for Trenchless Technology","37th International NO-DIG Conference and Exhibition 2019","30 September 2019 through 2 October 2019",,158131,,,,,"English","Int. NO-DIG Conf. Exhib.",Conference Paper,"Final","",Scopus,2-s2.0-85081746038
"Iverson N.W.","57215654246;","Supporting a Bridge between Countries Case Study: Construction of Baudette Bridge Drilled Shafts",2020,"Geotechnical Special Publication","2020-February","GSP 321",,"87","99",,,"10.1061/9780784482841.007","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85081633376&doi=10.1061%2f9780784482841.007&partnerID=40&md5=ea9ed05b162305f3a12a379ecc4d93a1","Veit and Companies, Foundation Division, Rogers, MN, United States","Iverson, N.W., Veit and Companies, Foundation Division, Rogers, MN, United States","Minnesota Department of Transportation (MNDOT) and the Ontario Ministry of Transportation (MOT), started construction of a new border crossing to replace the existing historic bridge in Baudette, Minnesota. The new bridge was designed to bear on drilled shafts instead of driven pile like the adjacent railroad bridge and previously constructed bridge. The bridge design includes four river piers supported on 8' diameter drilled shafts up to 100' below river elevation. Piers one and two are located on the United States side of the river and piers three and four are location on the Canadian side. The piers were constructed in the existing river from barges. The technical challenges and extreme remote location required strong coordination between multiple agencies, engineers, and two federal governments. This case study details the technique shaft, bi-directional test, concrete design and production (mass, tremie, and self-consolidating concrete), thermal integrity profiler results, obstructions, drilling techniques, clean out procedures, and a dynamic working environment in an extreme northern environment. © 2020 American Society of Civil Engineers.",,"Concrete products; Geotechnical engineering; Infill drilling; Piers; Piles; Rivers; Self compacting concrete; Shaft sinking; Drilling techniques; Federal governments; Historic bridges; Minnesota department of transportations; Northern environment; Self-consolidating concrete; Technical challenges; Working environment; Bridges",,,,,,,,,,,,,,,,"Bajc, A.F., Quaternary geology-Fort frances-Rainy river area (2001) Ontario Geological Survey; Thorleifson, H., (2016) Quaternary Lithostratigraphic Units of Minnesota, , Minnesota Geological Survey, Report of Investigations 68, ISSN 0076-9177","Iverson, N.W.; Veit and Companies, United States; email: niverson@veitusa.com","Labuz J.F.Theroux B.A.Hambleton J.P.Makhnenko R.Budge A.S.","The Geo-Institute (GI) of the American Society of Civil Engineers (ASME)","American Society of Civil Engineers (ASCE)","Geo-Congress 2020: University of Minnesota 68th Annual Geotechnical Engineering Conference","25 February 2020 through 28 February 2020",,158021,08950563,,GSPUE,,"English","Geotech Spec Publ",Conference Paper,"Final","",Scopus,2-s2.0-85081633376
"Accolla A.","57191076098;","Designing a pilot system for sustainable villages for all",2020,"Advances in Intelligent Systems and Computing","954",,,"206","214",,,"10.1007/978-3-030-20444-0_20","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067398596&doi=10.1007%2f978-3-030-20444-0_20&partnerID=40&md5=bd2e2358449953c9db8ffcec8383c8d7","Tongji University Design and Innovation, Shanghai, China","Accolla, A., Tongji University Design and Innovation, Shanghai, China","The rapid change of the Chinese society in the last 20 years, with the biggest urbanization process ever observed, the growing economic and social gap between the remaining rural population and the much more sophisticated resident of the large cities of the coastal area of the East, has been pushing the Chinese government to intervene with several policies aimed to reduce the west-east migration. However, the different policies designed with this aim are not yet reaching the desired impact and their implementations are often not focusing on the need to preserve also the cultural heritage of the Chinese countryside. This paper discusses the applied research on the points mentioned above, focusing on design solutions for a sustainable and innovative pilot system which promotes economic and ecological sustainability, social innovation and re-defines marginality through innovation within tradition. © Springer Nature Switzerland AG 2020.","Cultural bridge; Design driven social innovation; Design for all; Elderly; Marginality; Rural; Sustainable business","Historic preservation; Human engineering; Rural areas; Sustainable development; Textiles; Design for all; Elderly; Marginality; Social innovations; Sustainable business; Bridges",,,,,,,,,,,,,,,,"Westmore, B., China Desk, OECD Economics Department An Immediate Chinese Challenge: Further Addressing Vast Income Inequality, , https://oecdecoscope.blog/2017/03/21/an-immediate-chinese-challenge-further-addressing-vast-income-inequality/, Accessed 17 Dec 2018; Rossi, A., Fasulo, F., Cina 2017 Scenari E Prospettive per Le Imprese, , Fondazione Italia Cina, 12 May 2017; China’s Plan to Eliminate Poverty by 2020, , http://country.eiu.com/article.aspx?articleid=536285437&Country=China&topic=Economy, 5 January 2018, Accessed 18 Sept 2018; Liang, J., China Unveils Action Plan for Improving Rural Living Environment, , Xinhua, 06 February 2018; Does China have an Aging Problem?, , https://chinapower.csis.org/aging-problem/, China Power, 15 February 2016. Updated 11 August 2017, Accessed 1 Feb 2019; Vanderklippe, N., How China’s rural elderly are being left behind and taking their lives The Globe and Mail, , https://www.theglobeandmail.com/news/world/how-chinas-rural-elderly-are-being-left-behind-and-taking-theirlives/article29179579/, 11 March 2016, Updated on 12 November 2017, Accessed 17 Nov 2019; Atsmon, Y., Magni, M., Chinese Consumers: Revisiting Our Predictions, , http://www.mckinsey.com/industries/retail/our-insights/chinese-consumers-revisiting-our-predictions, Mc Kinsey, October 2016, Accessed 12 Nov 2018; From Insight to Action. Capturing a Share of China Consumer Health Market, , https://www.bcgperspectives.com/Images/From_Insight_to_Action_Feb_2014_tcm80-155115.pdf, February 2014, Accessed 27 Oct 2017; Focus on New Food Habits and Consumption in China, 9 June 2016, , http://marketingtochina.com/new-food-trends-chinese-consumers/, Accessed 27 Feb 2018; (2016) The Chinese Consumer in 2030, , http://www.eiu.com/public/topical_report.aspx?campaignid=Chineseconsumer2030, Accessed 28 Oct 2017; (2013), http://www.fibl.org/en/media/media-archive/media-release/article/growth-continues-global-organic-market-at-72-billion-us-dollars-with-43-million-hectares-of-organic.html, Retrieved on February 26 2018; Zheng, Y., Jin, S., Zhang, J., The 21St Century Agribusiness in China: E‐commerce, Consumer Preference, and Competition, , https://doi.org/10.1002/agr.21587, 14 November 2018, Accessed 25 Jan 2019; Scheyvens, R., (2011) Tourism and Poverty, , Routledge, New York; Yang, X., Hung, K., Poverty alleviation via tourism cooperatives in China: The story of Yuhu (2014) Int. J. Contemp. Hospit. Manag., 26 (6), pp. 879-906","Accolla, A.; Tongji University Design and InnovationChina; email: avril@avrildesign.com","Di Bucchianico G.",,"Springer Verlag","AHFE International Conference on Design for Inclusion, 2019 and the AHFE International Conference on Human Factors for Apparel and Textile Engineering, 2019","24 July 2019 through 28 July 2019",,227039,21945357,9783030204433,,,"English","Adv. Intell. Sys. Comput.",Conference Paper,"Final","",Scopus,2-s2.0-85067398596
"Fang Y.M., Chou T.Y., Van Hoang T., Lee B.J.","52963402600;8690206800;57210914393;7405439560;","Automatic management and monitoring of bridge lifting: A method of changing engineering in realtime",2019,"Sensors (Switzerland)","19","23","5293","","",,,"10.3390/s19235293","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85075943425&doi=10.3390%2fs19235293&partnerID=40&md5=c2feb45dac7afdd696c414a98adbcc6d","Geographic Information Systems Research Center, Feng Chia University, Taichung, 40724, Taiwan; College of Construction, Department of Civil Engineering, Feng Chia University, Taichung, 40724, Taiwan","Fang, Y.M., Geographic Information Systems Research Center, Feng Chia University, Taichung, 40724, Taiwan; Chou, T.Y., Geographic Information Systems Research Center, Feng Chia University, Taichung, 40724, Taiwan; Van Hoang, T., Geographic Information Systems Research Center, Feng Chia University, Taichung, 40724, Taiwan; Lee, B.J., College of Construction, Department of Civil Engineering, Feng Chia University, Taichung, 40724, Taiwan","In recent years, owing to the increase of extreme climate events due to global climate change, the foundational erosion of old bridges has become increasingly serious. When typhoons have approached, bridge foundations have been broken due to the insufficient bearing capacity of the bridge column. The bridge bottoming method involves rebuilding the lower structure while keeping the bridge surface open, and transferring the load of the bridge temporarily to the temporary support frame to remove the bridge base or damaged part with insufficient strength. This is followed by replacing the removed bridge base with a new bridge foundation that meets the requirements of flood and earthquake resistance. Meanwhile, monitoring plans should be coordinated during construction using the bottoming method to ensure the safety of the bridge. In the case of this study, the No. 3 line Wuxi Bridge had a maximum bridge age of 40 years, where the maximum exposed length of the foundation was up to 7.5 m, resulting in insufficient flood and earthquake resistance. Consequently, a reconstruction plan was carried out on this bridge. This study took the reconstruction of Wuxi Bridge as the object and established a finite element model using the SAP 2000 computer software based on the secondary reconstruction design of the Wuxi Bridge. The domestic bridge design specification was used as the basis for the static and dynamic analyses of the Wuxi Bridge model. As a result of the analysis, the management value of the monitoring instrument during construction was determined. The calculated management values were compared with the monitoring data during the construction period to determine the rationality of the management values and to explore changes in the behavior of the old bridges and temporary support bridges. © 2019 by the authors. Licensee MDPI, Basel, Switzerland.","Bridge dynamics; Lifting method; Structural health monitoring (SHM)","Climate change; Earthquake engineering; Earthquakes; Floods; Structural health monitoring; Automatic management; Bridge dynamics; Construction period; Global climate changes; Lifting method; Monitoring instruments; Static and dynamic analysis; Structural health monitoring (SHM); Bridges; adult; article; earthquake; finite element analysis; software",,,,,"Feng Chia University, FCU: MOST20181118","Funding: This article is the result of the state-level project titled “Road No.3 Wuxi Bridge Monitoring System in Taiwan”, and has been financed by Geographic Information Systems Research Center, Feng Chia University, Taiwan. Grant number MOST20181118.",,,,,,,,,,"Xu, Y.L., Xia, Y., (2011) Structural Health Monitoring of Long-Span Suspension Bridges, , CRC Press: Boca Raton, FL, USA; Roberts, G.W., Meng, X., Dodson, A., The use of kinematic GPS and triaxial accelerometers to monitor the deflection of large bridges (2001) Proceedings of the 10Th International Symposium on Deformation Measurement, pp. 19-22. , Orange, CA, USA, March; Tamura, Y., Matui, M., Panini, L.-C., Ishibashi, R., Yoshida, A., Measurement of wind-induced response of buildings using RTK-GPS (2002) J. Wind Eng. Ind. Aerodyn, 90, pp. 1783-1793; Andersen, E., Pederson, L., Structural monitoring of the Great Belt East Bridge (1994) Symp. Strait Crossings, 94, pp. 189-195; Sumitoro, S., Matsui, Y., Kono, M., Okamoto, T., Fujii, K., Long span bridge health monitoring system in Japan (2011) Proceedings of the 6Th Annual International Symposium on NDE for Health Monitoring and Diagnostics, pp. 4-8. , Newport Beach, CA, USA, March; Chan, T.H., Yu, L., Tam, H.Y., Ni, Y.Q., Liu, S., Chung, W., Cheng, L., Fiber bragg grating sensor for structural health monitoring of Tsing Ma Bridge: Background and experimental observation (2006) Eng. Struct., 28, pp. 648-659; Wang, H., Tao, T., Li, A., Zhang, Y., Structural health monitoring system for Sutong cable-stayed bridge (2016) Smart Struct. Syst., 18, pp. 317-334; Zhou, G.-D., Yi, T.-H., Recent development on wireless sensor network technology for bridge health monitoring (2013) Math. Probl. Eng., 2013, pp. 1-3; Li, H.-N., Li, D.-S., Ren, L., Yi, T.-H., Jia, Z.-G., Li, K.-P., Structural health monitoring of innovative civil engineering structures in mainland China (2016) Struct. Monit. Maint., 3, pp. 1-32; Meng, X., Roberts, G.W., Dodson, A., Ince, S., Waugh, S., GNSS for structural deformation and deflection monitoring: Implementation and data analysis (2006) Proceedings of the 3Rd Iag/12Th FIG Symposium, pp. 22-24. , Baden, Germany, May; Roberts, G.W., Brown, C.J., Meng, X., Ogundipe, O., Atkins, C., Colford, B., Deflection and frequency monitoring of the Forth Road Bridge, Scotland, by GPS (2012) Proc. Inst. Civ. Eng. Bridge Eng., 165, pp. 105-123; Meng, X., Xie, Y., Bhatia, P., Sowter, A., Psimoulis, P., Colford, B., Ye, J., Ge, M., Research and development of a pilot project using GNSS and Earth Observation (GeoSHM) for structural health monitoring of the Forth Road Bridge in Scotland (2016) Proceedings of the Joint International Symposium on Deformation Monitoring, , Vienna, Austria, 30 March–1 April; Meng, X., Nguyen, D.T., Xie, Y., Owen, J.S., Psimoulis, P., Ince, S., Chen, Q., Bhatia, P., Design and Implementation of a New System for Large Bridge Monitoring—GeoSHM (2018) Sensors, 18, p. 775; Jenkins, C.H., Kjerengtroen, L., Oestensen, H., Sensitivity of parameter changes in structural damage detection (1997) Shock Vib, 4, pp. 27-37; Jang, P.A., (2011) Videogrammetric Technique-Based Monitoring of Structural Vibration, , Master’s Thesis, Zhejiang University, Hangzhou, China; Chang, P.C., Flatau, A., Liu, S.C., Review paper: Health monitoring of civil infrastructure (2003) Struct. Health Monit., 2, pp. 257-267; Zhao, X., Liu, H., Yu, Y., Xu, X., Hu, W., Li, M., Ou, J., Bridge Displacement Monitoring Method Based on Laser Projection-Sensing Technology (2015) Sensors, 15, pp. 8444-8463; Lovse, J.W., Teskey, W.F., Lachapelle, G., Cannon, M.E., 7-Dynamic Deformation Monitoring of Tall Structure Using GPS Technology (1995) J. Surv. Eng., 121, pp. 35-40; Psimoulis, P.A., Stiros, S.C., Measurement of deflections and of oscillation frequencies of engineering structures using robotic theodolites (RTS) (2007) Eng. Struct., 29, pp. 3312-3324; Zhou, J.T., Li, X.G., Xia, R.C., Yang, J., Zhang, H., Health monitoring and evaluation of long-span bridges based on sensing and data analysis: A survey (2017) Sensors, 17, p. 603; Schumacher, T., Shariati, A., Monitoring of structures and mechanical systems using virtual visual sensors for video analysis: Fundamental concept and proof of feasibility (2013) Sensors, 13, pp. 16551-16564; Palazzo, D., Friedmann, R., Nadal, C., Santos, F.M., Veiga, L., Faggion, P., Dynamic monitoring of structures using a robotic total station (2006) Proceedings of the Shaping the Change XXIII FIG Congress, pp. 8-13. , Munich, Germany, October; Park, H.S., Lee, H.M., Adeli, H., Lee, I., A New Approach for Health Monitoring of Structures: Terrestrial Laser Scanning (2007) Comput. Aided Civ. Infrastruct. Eng., 22, pp. 19-30; Zhang, B., Wang, H., Mao, C., Study on Displacement Sensor Based on Difference Operation Spot Center Location Algorithm (2011) Chin. J. Sens. Actuators, 24, pp. 215-219; Andersen, E.Y., (1994) Structural Monitoring of the Great Belt East Bridge., , Ålesund, Norway, 12–15 May 1994; A.A., Balkema: Rotterdam, The Netherlands; Myroll, F., Dibiagio, E., Instrumentation for monitoring the Skarnsunder Cable-stayed Bridge (1994) Proceedings of the 3Rd Symposium on Strait Crossing, pp. 207-215. , Ålesund, Norway, 12–15 June; Fang, Y.M., Pu, J.P., Field tests and simulation of Lion-Head River Bridge (2007) J. Shock Vib. Sci., 48, pp. 181-228; Xu, Y.L., Zhu, L.D., Buffeting response of long-span cable-supported bridges under skew winds. Part 2 case study (2004) J. Sound Vib., 23, pp. 675-697; Lahdensivu, J., Köliö, A., Husaini, D., Alkali-silica reaction in Southern-Finland’s bridges (2018) J. Case Stud. Constr. Mater., 7, pp. 469-475; Chen, Z., Zhou, X., Wang, X., Dong, L., Qian, Y., Deployment of a smart structural health monitoring system for long-span Arch Bridges: A review and a case study (2017) Sensors, 17, p. 2151; Xin, J., Zhou, J., Yang, S.X., Li, X., Wang, Y., Bridge Structure Deformation Prediction Based on GNSS Data Using Kalman-ARIMA-GARCH Model (2018) Sensors, 18, p. 298; Bedon, C., Bergamo, E., Izzi, M., Noè, S., Prototyping and Validation of MEMS Accelerometers for Structural Health Monitoring—The Case Study of the Pietratagliata Cable-Stayed Bridge (2018) J. Sens. Actuator Netw., 7, p. 30; Reilly, J., Glisic, B., Identifying Time Periods of Minimal Thermal Gradient for Temperature-Driven Structural Health Monitoring (2018) Sensors, 18, p. 734; Thalla, O., Stiros, S.C., Wind-Induced Fatigue and Asymmetric Damage in a Timber Bridge (2018) Sensors, 18, p. 3867; (1990) Highway Bridge Design Code; the Ministry of Transportation and Communications, , Taipei, Taiwan, In Chinese","Van Hoang, T.; Geographic Information Systems Research Center, Taiwan; email: van@gis.tw",,,"MDPI AG",,,,,14248220,,,"31805645","English","Sensors",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85075943425
"Cianci M.G., Mondelli F.P.","56021552800;57207469298;","On the Traces of the Disappeared City: The Study of the Marks as a Strategies for the Urban Design",2019,"IOP Conference Series: Materials Science and Engineering","471","9","092063","","",,,"10.1088/1757-899X/471/9/092063","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062515432&doi=10.1088%2f1757-899X%2f471%2f9%2f092063&partnerID=40&md5=9abf6eab14820f0b7a223ce8dad21442","University of Roma Tre, Department of Architecture, Italy; University of Roma Tre, Italy","Cianci, M.G., University of Roma Tre, Department of Architecture, Italy; Mondelli, F.P., University of Roma Tre, Italy","The story of the covering of the Rio Darro, the river along whose shores arose the city of Granada in the VII century b. C., has provided the opportunity to make a research in order to recognise and studying the marks left in the existing urban fabric by some very important pre-existing historical elements. The river, indeed, was the subject of a long work of cover throughout the centuries, which was started back in the XVI century with the arrival of the Catholics Kings in Granada, and concluded only in the 30's, and from which the study is started. The research was then extended to the analysis of the urban evolution of the city, which develops along the riverbed and turns as direct results of its covering, leaving in the two streets built on top of it the trace and the wound of this serious loss of its cultural and natural heritage. Alongside this mark, the research investigates other two systems whose traces are still visible in the urban fabric of the today city: the one of the ancient walls, mostly disappeared, at the point where they crossed the river, and the one of the bridges, now lost due of the cover of the river itself, in the correspondence of which we can now find streets that brings their names. The research wants to show how the study of this systems allows a clear interpretation of the current urban fabric, and at the same time provides the elements for a recovery project of the historic memory of the city, working with due regard to the contemporary public spaces. The philological study of traces and signs of historic derivation, and the strategic reuse of them, allow the coherent reconnection of the ancient public spaces arrived to the present day, while creating new ones, claiming how the recovery of the cultural heritage might be not just the purpose but the tool through which it is possible to project the modern city. © 2019 Published under licence by IOP Publishing Ltd.",,"Rivers; Cultural heritages; Natural heritages; Public space; Urban design; Urban fabrics; Urban planning",,,,,,,,,,,,,,,,"Cianci, Maria, G., (2008) Metaphors, Representations and Interpretations of Landscapes, , (Florence, Italy) (in Spanish); Francesco, G., Annalisa, M., Luca, M., (2012) Open Papers, Written on the Landscape, , (Pisa: ETS Edition) (in Spanish); Moron Garcia, I., (2009) Evaluation of the Landscape of the Darro Valley, , (Granada, Spain) (in Spanish); Giron Lopez, C., (2000) Around Darro: The Gold Valley, , (Granada, Spain: Caja General de Ahorros de Granada) (in Spanish); Calatrava, J., Ruiz Morales, M., (2005) The Plans of Granada 1500-1909, , (Granada, Spain: Diputacion Prov. De Granada) (in Spanish); Orihuela Uzal, A., (2014) Intervention Held Within the Seminar Organized by the Patronage of the Alhambra y Generalife, the Fundación El Legado Andalusí and Casa Árabe, , (Granada, Spain) Granada, between Zirids and Nasrids. In Art and culture of Al-Andalus. The power of the Alhambra February; Loddo, D., Martorelli, S., (2015) Study for An Conscious Intervention (Thesis), , (Rome, Italy: University of Roma Tre) Park of the walls of the Alhacaba and recovery of the ancient Porta Monaita in Granada; Isac, A., (2007) Urban History of Granada, , (Granada, Spain: Diputacion Prov. De Granada); Gallego Burin, A., (1961) Granada, Artistic and Historical Guide of the City, , (Granada, Spain: Comares) (in Spanish); Barrios Rozua, J.M., The missing Muslim Granada (2010) El Legado Andalusì, 11, pp. 14-25. , (in Spanish); Serrera Contreras, R.M., (1990) The Darro and the Romantic Granada, , (Granada, Spain: Caja General de Ahorros y Monte de Piedad de Granada) (in Spanish); Ontiveros Ortega, E., Sebastian Pardo, E., Valverde Espinosa, I., Gallego Rocha, F.J., Study of the construction materials of the walls of the Albayzín (Granada) (2008) PH Boletín Del Instituto Andaluz Del Patrimonio Histórico, 16, pp. 32-47. , (in Spanish); Caja, G., (2009) Dauro: A River in the Image of the City, , (Granada, Spain: CajaGranada) (in Spanish)",,"Rybak J.Yilmaz I.Coisson E.Decky M.Dabija A.-M.Marschalko M.Drusa M.Segalini A.",,"Institute of Physics Publishing","3rd World Multidisciplinary Civil Engineering, Architecture, Urban Planning Symposium, WMCAUS 2018","18 June 2018 through 22 June 2018",,145505,17578981,,,,"English","IOP Conf. Ser. Mater. Sci. Eng.",Conference Paper,"Final","All Open Access, Bronze",Scopus,2-s2.0-85062515432
"Wang S., Augelli F., Cai L., Ferretto P.W.","57207315079;6505605337;54379675700;55191365500;","Preservation and Valorisation of Public Historical Areas in Gaobu Village, Dong Minority of Hunan, China",2019,"IOP Conference Series: Materials Science and Engineering","471","8","082049","","",,,"10.1088/1757-899X/471/8/082049","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062386282&doi=10.1088%2f1757-899X%2f471%2f8%2f082049&partnerID=40&md5=4a5198c67068781629482687a6f7bcad","Polytechnic University of Milan-DAStU, Via Bonardi, 3, Milano, 20133, Italy; Guangzhou University, No. 230 Wai Huan Xi Road, Panyu, Guangzhou, China; Chinese University of Hong Kong, AIT Building, Hong Kong","Wang, S., Polytechnic University of Milan-DAStU, Via Bonardi, 3, Milano, 20133, Italy; Augelli, F., Polytechnic University of Milan-DAStU, Via Bonardi, 3, Milano, 20133, Italy; Cai, L., Guangzhou University, No. 230 Wai Huan Xi Road, Panyu, Guangzhou, China; Ferretto, P.W., Chinese University of Hong Kong, AIT Building, Hong Kong","The Dong minority communities are today, in a similar condition of many other Chinese rural settlements, deeply affected by the phenomenon of ""Village Hollowing"" and ""Urbanization"" over the last 20 years. This unprecedented exodus of rural populations to expanding urban areas, has resulted in almost vacant villages inhabited by struggling communities of mostly elderly people and children, the social and economic system has changed dramatically among Dong communities. Using the Dong Minority village of Gaobu, located along the Pingtan River in Hunan Province, China, as a pilot project, is a fully operating agricultural community with a population of over 2500 inhabitants. It has many typical architectural heritages mainly composed by 6 Drum-Towers, 2 Wind-Rain Bridges as well as other Han nationality's buildings, a reflection of its rich cultural heritage and importance in the region. In July, 2017, a united summer workshop held in Gaobu village, was assembled and organized by school of architecture, Guangzhou University, Chinese University of Hong Kong, Hunan University, South China University of Technology and Polytechnic University of Milan. 56 master students, PhD students and Professors attended the workshop. The aim of the workshop is to develop an alternative and sustainable strategy to regenerate and preserve Dong Minority villages in China via architectural prototype and planning proposal, that respond to contemporary rural developments and foster minimum impact to the existing heritage of the village. Finally, a new collective and co-operative system, incorporating multiple function was offered. Meanwhile, an adaptive planning strategy that based on the needs of the community was proposed. Concentrating on the special link between dynamic heritage and villagers will provide a better rural living for the Dong community in the future. © 2019 Published under licence by IOP Publishing Ltd.",,"Architecture; Regional planning; Urban planning; Architectural heritage; Chinese universities; Co-operative systems; Cultural heritages; Hunan province , China; Social and economic systems; South China University of Technology; Sustainable strategies; Rural areas",,,,,"China Scholarship Council, CSC: 201608440350","The financial support of the China Scholarship Council (CSC) (No.201608440350) is grateful acknowledged. The author intends to acknowledge local authorities who offered a great support and all the members who attended the workshop. Special acknowledgement to the skilled local carpenters and warm villagers.",,,,,,,,,,"(2017) The Employment Situation Is Continuously Developing, the Sparkles of the People's Living Hood Are Varies, , http://www.stats.gov.cn/tjsj/sjjd/201707/t20170721_1515384.html, National Bureau of Statistics of the People's Republic of China EB/OL; (2017) The China's Urbanization Rate Has Reached 57.35% in 2016, , http://finance.sina.com.cn/roll/2017-01-20/doc-ifxzutkf2122186.shtml, China's Economic Networks. National Bureau of Statistics of the People's Republic of China EB/OL; Messmer, M., Chuang, H.M., (2013) China's Vanishing Worlds: Countryside, Traditions and Cultural Spaces, , (Cambridge: Massachusetts Institute of Technology); Ling, C., Yi, D., Xing, J., Strategies for the protection and development of Dong Nationality rural settlement in the context of urbanization (2012) Urban Problems., 3, pp. 30-34; Ruan, X., (2006) Allegorical Architecture: Living Myth and Architectonics in Southern China, p. 26. , (Honolulu: University of Hawai'i Press); De Certeau Michel, Luce, G., Pierre, M., (2014) The Practice of Everyday Life 2: Habitation and Cuisine, , (Nanjing: University of Nanjing Press) Translated by LENG Biying; Ling, C., Ferretto Peter, W., Adaptive village: An architectural method for rural settlement regeneration (2017) Journal of Guangzhou University, 16, pp. 9-16; Ling, C., Wang, S., Research on the protection and development of Dong Nationality architectural heritage (2016) National Social Science Foundation of China",,"Decky M.Yilmaz I.Drusa M.Rybak J.Dabija A.-M.Marschalko M.Coisson E.Segalini A.",,"Institute of Physics Publishing","3rd World Multidisciplinary Civil Engineering, Architecture, Urban Planning Symposium, WMCAUS 2018","18 June 2018 through 22 June 2018",,145505,17578981,,,,"English","IOP Conf. Ser. Mater. Sci. Eng.",Conference Paper,"Final","All Open Access, Bronze, Green",Scopus,2-s2.0-85062386282
"Perez B., Zaborac J., Bayrak O., Hrvnvk T.","7101818974;6508024411;6602078224;57818027400;","Evaluation of a 60-year old reinforced concrete bent cap exhibiting shear distress",2019,"fib Symposium",,,,"1220","1227",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85134823222&partnerID=40&md5=240043a623d58121ffb042725b9aa001","Graduate Student of Civil Engineering, University of Texas at Austin, Austin, United States; Faculty of Civil Engineering, University of Texas at Austin, Austin, United States","Perez, B., Graduate Student of Civil Engineering, University of Texas at Austin, Austin, United States; Zaborac, J., Graduate Student of Civil Engineering, University of Texas at Austin, Austin, United States; Bayrak, O., Faculty of Civil Engineering, University of Texas at Austin, Austin, United States; Hrvnvk, T., Faculty of Civil Engineering, University of Texas at Austin, Austin, United States","The structural assessment and management of built reinforced concrete infrastructure represents a major challenge faced by the structural engineering community. With the inventory of ageing and degrading civil infrastructure continuing to grow throughout much of the world, work aimed toward addressing this challenge is motivated by a number of real-world needs: Evaluating the implications of now- deficient design details comprising existing structures, assessing causes of visual distress observed in reinforced concrete infrastructure and its impact on structural performance, and verifying the feasibility of structural retrofit strategies to maintain adequate levels of safety and extend service life.This paper presents preliminary findings obtained from an experimental research program involving the field-extraction and subsequent laboratory testing of reinforced concrete bent caps removed from a pair of 60-year old bridges located in Texas, U.S.A. The bridges forming the subject of this investigation were scheduled for replacement as a result of several structural performance-related issues, including extensive shear cracking observed in the bent caps comprising both bridges. Bent cap cracking damage was documented prior to removal from the field and was used as a means of benchmarking in-service load levels. The bent caps were subsequently tested in the laboratory in a manner that simulated service dead loads and extreme lane loading scenarios. Results from the testing of the first shear-damaged bent cap showed that while the cap had developed severe diagonal cracking under service and was constructed with very light shear reinforcement levels, it possessed significant post-cracking shear strength. © fédération internationale du béton (fib). This document may not be copied or distributed without prior permission from fib.","Bent cap; Bridges; Damage assessment; Inspection; Shear","Bridges; Concrete construction; Engineering research; Infrastructure as a service (IaaS); Safety testing; Software testing; Structural analysis; Civil infrastructures; Existing structure; Experimental research; Laboratory testing; Retrofit strategies; Shear reinforcement; Structural assessments; Structural performance; Reinforced concrete",,,,,,,,,,,,,,,,"(1957) Standard Specifications for Highway Bridges, , Washington, D.C.: AASHO; (2010) AASHTO Bridge Element Inspection Guide Manual (1St Ed.); (2017) AASHTO LRFD Bridge Design Specifications (8Th Ed.), , Washington, D.C.: AASHTO; (2001) Evaluation of Reinforcing Bars in Old Reinforced Concrete Structures, , Chicago, Ill: CRSI; (2013) Model Code for Concrete Structures 2010, , Berlin, Germany: Ernst & Sohn; Zaborac, J., Athanasiou, A., Salamone, S., Bayrak, O., Hrynyk, T., Evaluation of structural cracking in concrete (2018) FHWA/TX-18-0-6919-1","Hrvnvk, T.; Faculty of Civil Engineering, United States; email: thrynyk@utexas.edu","Derkowski W.Gwozdziewicz P.Hojdys L.Krajewski P.Pantak M.",,"fib. The International Federation for Structural Concrete","International fib Symposium on Concrete Innovations in Materials, Design and Structures, 2019","27 May 2019 through 29 May 2019",,267649,26174820,9782940643004,,,"English","fib. Symp.",Conference Paper,"Final","",Scopus,2-s2.0-85134823222
"Andersson L., Silfwerbrand J., Selander A., Trägårdh J.","57208907701;6602395331;55387079100;23483179700;","Continuous preventive bridge maintenance in sweden - field experiment on the effect of washing on concrete bridges",2019,"fib Symposium",,,,"1135","1141",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85134794157&partnerID=40&md5=291796ebd938693fb98e9126f45eab1d","RISE CBI Cement and Concrete Institute, Stockholm, Sweden; KTH Royal Institute of Technology, Stockholm, Sweden; Cementa AB, Heidelberg Cement Group, Stockholm, Sweden","Andersson, L., RISE CBI Cement and Concrete Institute, Stockholm, Sweden; Silfwerbrand, J., KTH Royal Institute of Technology, Stockholm, Sweden; Selander, A., Cementa AB, Heidelberg Cement Group, Stockholm, Sweden; Trägårdh, J., RISE CBI Cement and Concrete Institute, Stockholm, Sweden","Bridges are an important part of the infrastructure. For the bridges to have the longest possible service life with minimum repairs, the maintenance is of great importance. One type of bridge maintenance that is rarely researched is the continuous preventive maintenance. The continuous preventive maintenance consists of removal of vegetation, cleaning of bridge joints and drainage systems as well as high-pressure washing of the structure. The effects of washing is heavily discussed but not properly researched. A study on the effectiveness of washing concrete is therefore being conducted. A field experiment has been initiated where concrete specimens are installed on an edge beam of a road bridge. The specimens are of two recipes where one represents an old bridge with rather high watercement ratio and the other one represents a new bridge with a low water-cement ratio. 50% of the specimens are washed annually, while the others are not. Each year samples are collected and tested for a chloride profile. The results for the first year of exposure have been determined. They are promising but are still only very preliminary. The effect of washing, if any, will be visible after a longer exposure. © fédération internationale du béton (fib).","Bridge maintenance; Field experiment; Preventive maintenance; Washing","Bridges; Chlorine compounds; Maintenance; Washing; Bridge maintenance; Chloride profiles; Concrete specimens; Drainage systems; Effect of washing; Field experiment; Preventive bridge maintenance; Water-cement ratio; Concretes",,,,,,,,,,,,,,,,"Andersson, L., (2018) The Continuous Preventive Bridge Maintence of Bridges- a Pre-Study, , Stockholm: RISE CBI Swedish Cement and Concrete Institute; Andersson, L., Silfwerbrand, J., Selander, A., Trägårdh, J., Continuous Preventive Bridge Maintenance of Swedish Municipalities- A Survey on Common Practice (2018) Nordic Concrete Research, pp. 127-142; Hara, S., Miura, M., Uchiumi, Y., Fujiwara, T., Yamamoto, M., Suppression of deicing salt corrosion of weathering steel bridges by washing (2005) Corrosion Science, Vol, 47, pp. 2419-2430; Mitsuo, I., Mori, K., Shigeru, E., Toshiya, S., Satoshi, Y., Yozo, F., (2010) Investigation of Adhered Bridge Matter and Practical Application of Washing Technologies, 66 (2), pp. 220-236; (2018) CBI- Metod Nr 5 Total Kloridhalt I Betong (Version 4). Stockholm: RISE AB, , (in Swedish) (""CBIMethod 5 Total Chloride content in concrete (version 4)"" an accredited standard method for dererminening chloride and Ca content in concrete); (1988) Bridge Norm 88 Part 7. Maintenace, Repair and Strengthening, , Sweden: Swedish National Road Administration; (1998) BRO 94, 7. Bridge Maintenance, , Sweden: Swedish National Road Administration; (1998) Preventive Maintence, Publ. 1998:102, , Sweden: Swedish National Road Administration; (2002) Bridge Maintence 2002, Publ 2002:48, , Sweden: Swedish National Road Administration; (2006) Bridge Maintenance 2006, Publication 2006:146, , Borlänge, Sweden: Swedish National Road Administration","Andersson, L.; RISE CBI Cement and Concrete InstituteSweden; email: louise.andersson@ri.se","Derkowski W.Gwozdziewicz P.Hojdys L.Krajewski P.Pantak M.",,"fib. The International Federation for Structural Concrete","International fib Symposium on Concrete Innovations in Materials, Design and Structures, 2019","27 May 2019 through 29 May 2019",,267649,26174820,9782940643004,,,"English","fib. Symp.",Conference Paper,"Final","",Scopus,2-s2.0-85134794157
"Connor R.J.","57207543797;","Transformative approaches for evaluating the criticality of fracture in steel members",2019,"Engineering Journal","56","4",,"201","209",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85083756637&partnerID=40&md5=20455ec66dea63e5c5dd30f8fb622737","Lyles School of Civil Engineering, Purdue University, West Lafayette, IN, United States","Connor, R.J., Lyles School of Civil Engineering, Purdue University, West Lafayette, IN, United States","There has been considerable research and interest in the topic of fracture-critical members (FCM) during the past decade. As a result, the entire concept of what constitutes an FCM is being revisited, and many long-standing ideas and opinions related to this classification of members are being shown to be overly conservative. Significant advances in the understanding of fracture mechanics, material and structural behavior, fatigue crack initiation, fatigue crack growth, fabrication technology, and inspection technology have allowed other industries to address fracture-or, more importantly, control of fracture-in a more integrated manner. After years of research, new stand-alone AASHTO guide specifications that give codified direction on how to perform 3D system analysis to verify system redundancy, as well as guide specifications to evaluate internal member-level redundancy of mechanically fastened built-up members for both new and old bridges, have been proposed. Additional research demonstrating the benefits of exploiting the improved toughness of modern high-performance steel (HPS) grades has been completed. Through these advances, it is now possible to create an integrated fracture control plan (FCP) combining the original intent of the 1978 FCP with modern materials, design, fabrication, and inspection methodologies. Further, an integrated FCP provides economic benefits and improved safety to owners by allowing for a better allocation of resources by setting inspection intervals and scope based on sound engineering rather than based simply on the calendar. In summary, an integrated FCP encompassing material, design, fabrication, and inspection can ensure fracture is no more likely than any other limit state, ultimately allowing for a better allocation of owner resources and increased steel bridge safety. This paper summarizes some of the recent advancements related to the topic of the FCM and provides a suggested approach to providing more rational treatment of such members without compromising reliability. © 2019, American Institute of Steel Construction Inc. All rights reserved.","Fracture critical members; Steel bridges","Cracks; Fatigue crack propagation; Inspection; Redundancy; Safety engineering; Specifications; Steel; Steel bridges; Fabrication Technologies; Fatigue crack initiation; Guide specifications; Inspection intervals; Inspection technology; Modern high performance; Sound engineerings; Structural behaviors; Fatigue of materials",,,,,,,,,,,,,,,,"(2016) AASHTO Manual for Bridge Evaluation, , 2nd Ed., American Associations of State Highway and Transportation Officials, Washington, D.C; (2017) AASHTO LRFD Bridge Design Specifications. Transportation, , 8th Ed., American Associations of State Highway and Transportation Officials, Washington, D.C; (2018) AASHTO Guide Specifications for Internal Redundancy of Mechanically-Fastened Built-up Steel Members, , 1st Ed., American Associations of State Highway and Transportation Officials, Washington, D.C; (2018) AASHTO Guide Specifications for Analysis and Identification of Fracture Critical Members and System Redundant Members, , 1st Ed., American Associations of State Highway and Transportation Officials, Washington, D.C; (2015) Bridge Welding Code, , AWS D1.5:2015, Miami, Fla; (2017) Standard Specification for Structural Steel for Bridges, , ASTM A709/ A709M-17, ASTM, International, Philadelphia, Pa; Connor, R.J., Bonachera Martin, F.J., Varma, A.H., Lai, Z., Korkmaz, C., (2018) Fracture-Critical System Analysis for Steel Bridges, , NCHRP Report 883, National Cooperative Highway Research Program (NCHRP), Washington, D.C; Connor, R.J., Dexter, R., Mahmoud, H., (2005) NCHRP Synthesis 354: Inspection and Management of Bridges with Fracture-Critical Details, p. 84. , Washington D.C; Ellis, R.M., Connor, R.J., Investigation and Repair of the Diefenbaker Bridge Fracture in Prince Albert, Saskatchewan (2013) Proceedings of the 29th Annual International Bridge Conference, pp. 214-224. , IBC Paper 13-20, Pittsburgh, Pa., June; Fisher, J.W., Kaufmann, E.J., Wright, W., Xi, Z., Tjiang, H., Sivakumar, B., Edberg, W., (2001) Hoan Bridge Forensic Investigation Failure Analysis Final Report, , Bethlehem, Pa; Georgio, G.A., Probability of Detection (PoD) Curves: Derivation, Applications and Limitations (2006) Health and Safety Executive, , Research Report 454; Hebdon, M.H., Bonachera Martin, F.J., Korkmaz, C., Connor, R.J., Fracture Resilience of Steel Built-up Members Subjected to Flexure,” (2017) Journal of Bridge Engineering, ASCE; Hebdon, M.H., Bonachera Martin, F.J., Korkmaz, C., Connor, R.J., Load Redistribution and Remaining Fatigue Life of Steel Built-up Members Subjected to Flexure Following a Component Failure (2017) Journal of Bridge Engineering, ASCE; Kaufman, E.J., Connor, R.J., Fisher, J.W., Failure Analysis of the US 422 Girder Fracture-Final Report (2004) Center for Advanced Technology for Large Structural Systems, , ATLSS Report No. 04-21, Lehigh University, Bethlehem, Pa., October; Lloyd, J.B., (2018) Internal Redundancy of Mechanically-Fastened Steel Built-up Axially-Loaded Members, , Dissertation, Purdue University, West Lafayette, Ind; Lwin, M., (2012) Memorandum: Clarification of Requirements for Fracture Critical Members, , Washington, D.C; Moore, M., Phares, B., Graybeal, B., Rolander, D., Washer, G., (2001) Reliability of Visual Inspection for Highway Bridges, , FHWA-RD-01-020, Federal Highway Administration, McLean, Va; (1968) Collapse of US 35 Highway Bridge Point Pleasant, West Virginia December 15, 1967, , Highway Accident Report, National Transportation Safety Board, Department of Transportation, Washington, D,C; (1984) Collapse of a Suspend Span of Interstate Route 95 Highway Bridge over the Mianus River Greenwich Connecticut, June 28, 1983, , Highway Accident Report PB84-916203, National Transportation Safety Board, Department of Transportation, Washington, D.C; (2008) National Transportation Safety Board. 2008. Collapse of I-35W Highway Bridge, Minneapolis, Minnesota, August 1, 2007, , Highway Accident Report NTSB/ HAR-08/03, Washington, D.C; Snyder, L.R., Whitehead, J., Connor, R.J., Lloyd, J.B., (2015) Probability of Detection Study for Visual Inspection of Steel Bridges Volume II-Full Project Final Report SPR 3820, , Joint Transportation Research Program, Indiana Department of Transportation, West Lafayette, Ind., May; Verma, K., (2003) Steel Bridge Fabrication Technologies in Europe and Japan, , Report FHWA-PL-01-018, Federal Highway Administration, Washington, D.C., March; Washer, G.A., Connor, R.J., Looton, D.W., Performance Testing of Inspectors Implementing NDT Technologies (2014) Journal of the Transportation Research Record, 2 (48), pp. 107-113; Ziemian, R.D., (2010) Guide to Stability Design Criteria for Metal Structures, , 6th Ed., Wiley, Hoboken, N.J","Connor, R.J.; Lyles School of Civil Engineering, United States; email: rconnor@purdue.edu",,,"American Institute of Steel Construction Inc.",,,,,00138029,,EJASA,,"English","Eng J",Article,"Final","",Scopus,2-s2.0-85083756637
"Gupta M.L., Bhide D.A., Dongre P.","57193265872;6505947643;57193268620;","Repair for major cracks in central 2 spans of the 4 span continuous module of Varsova Bridge across Vasai Creek on NH-48 Near Mumbai, India",2019,"FIB 2018 - Proceedings for the 2018 fib Congress: Better, Smarter, Stronger",,,,"2060","2069",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85081091401&partnerID=40&md5=45aea75887aa586ad232f572b72de4aa","IRB Infrastructure Developers Ltd., Mumbai, India","Gupta, M.L., IRB Infrastructure Developers Ltd., Mumbai, India; Bhide, D.A., IRB Infrastructure Developers Ltd., Mumbai, India; Dongre, P., IRB Infrastructure Developers Ltd., Mumbai, India","Varsova Bridge is across Vasai Creek, about 35 Km from Mumbai, India. It is on National Highway 48. Two bridges, 556m long, exist at the crossing, built in 1970 and 2004 respectively. Old bridge has central 4 spans, built in continuous PSC box girder super structure with span configuration of 57.3 + 2 × 114.6 + 57.3 m. It is with single cell box girder, built with cantilever construction technique. 114.6m span on Mumbai end developed a major crack, 4mm wide at about 12m from mid span. Crack was across full with of soffit and continued for 1/3rd web height in both webs. A crack in initial stage at similar location in another 114.6m span, as a mirror image was also noticed. The paper describes the investigations made through analysis for ascertaining the probable reasons and deciding remedial measures as well as execution of the same. © 2019 by the fib. All rights reserved.","Continuous bridge; Cracking; External prestress; Modelling; Prestressed concrete; Restricted traffic","Box girder bridges; Crack initiation; Models; Prestressed concrete; Cantilever construction; Continuous bridges; External prestress; Mirror images; Mumbai , India; Remedial measures; Span configuration; Super-structures; Repair",,,,,,,,,,,,,,,,"IRC: 6-2014 - Standard Specifications and Code of Practice for Road Bridges, Section II - Loads and Stresses; IRC: SP - 37 - 2010: Guidelines for Evaluation of Load Carrying Capacity of Bridges; Concrete Society Technical Report 11: Concrete Core Testing for Strength; BD 44: Assessment Code for Concrete Bridges DOT 2015, , UK; EN 1992-1: Euro Code 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings; (2005) Euro Code 2: Design of Concrete Structures - Concrete Bridges: Design and Detailing Rules, , EN 1992-2",,"Foster S.Gilbert R.I.Mendis P.Al-Mahaidi R.Millar D.","ACRS;Ancon;DSI;Freyssinet","Federation Internationale du Beton (fib)","5th fib Congress, FIB 2018","7 October 2018 through 11 October 2018",,157394,,,,,"English","FIB - Proc. fib Congr.: Better, Smarter, Stronger",Conference Paper,"Final","",Scopus,2-s2.0-85081091401
"Manos G.C., Simos N., Lambri-Gaitana N.","56606403500;7003673356;57214780664;","Dynamic and seismic behaviour of stone masonry arch bridges in Greece utilising in-situ measurements and numerical predictions",2019,"COMPDYN Proceedings","1",,,"282","299",,,"10.7712/120119.6919.19262","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85079095334&doi=10.7712%2f120119.6919.19262&partnerID=40&md5=6c856f003723dd4e54954006af3de0d4","Lab. Strength of Materials and Structures, Aristotle University, Greece; Brookhaven National Laboratory, United States","Manos, G.C., Lab. Strength of Materials and Structures, Aristotle University, Greece; Simos, N., Brookhaven National Laboratory, United States; Lambri-Gaitana, N., Lab. Strength of Materials and Structures, Aristotle University, Greece","Stone masonry arch bridges used to be a very important part of the transportation system of the numerous communities living at the mountainous regions of Greece. The wide spread use of car transport after the mid-twentieth century dictated the construction of modern reinforced concrete bridges as part of a new road network. However, a new interest was generated in these structures that have the status of cultural heritage in need of preservation. The present study presents a series of in-situ measurements conducted at selected old stone masonry bridges, using up-to-date system identification techniques, in an effort to identify their dynamic characteristics in terms of eigen-frequencies, eigen-modes and damping properties. All these information is part of a data base that can be used in the future as a reference for identifying noticeable changes in these dynamic characteristics as part of a structural health monitoring effort for these bridges. Moreover, this information provides a basis for building realistic numerical simulations towards studying the structural behaviour of such stone masonry bridges and assessing their expected structural behaviour in extreme future seismic events. Selected in-situ measurements are presented together with their use in building numerical models of various levels of complexity. These numerical models are finally utilized in assessing the expected performance of specific case studies of stone masonry bridge structures in Greece towards meeting the demands of extreme events that include design earthquake loads. The described system identification technique can also be linked to specific actions, such as earthquake activity, and thus serve as warning for specific maintenance counter-measures. Copyright © 2019 COMPDYN Proceedings. All rights reserved.","Foundation Deformability; In-situ Vibration Measurements; Numerical Simulation; Stone Masonry Bridges; System Identification","Arch bridges; Arches; Computational methods; Computer simulation; Earthquakes; Electric measuring bridges; Engineering geology; Historic preservation; Identification (control systems); Masonry bridges; Masonry construction; Numerical models; Reinforced concrete; Religious buildings; Seismic response; Structural dynamics; Structural health monitoring; Dynamic characteristics; Earthquake activity; In-situ vibrations; Mountainous regions; Numerical predictions; Structural behaviour; System identification techniques; Transportation system; Earthquake engineering",,,,,,,,,,,,,,,,"Manos, G.C., Nick Simos, N., Kozikopoulos, E., The structural performance of stone-masonry bridges (2016) Structural Bridge Engineering, , http://dx.doi.org/10.5772/64752, Chapter 4 Print ISBN 978-953-51-2688-1; (2007) Center of Environmental Education Makrinitsas, , http://kpemakrin.mag.sch.gr,e-mail:mail@kpe-makrin, The stone masonry arch bridges of Greece Editor G. Grassos, Greek. mag.sch.gr; Psimarni, K., Georgopoulos, A., Balodimos, D.D., Development of a geographic information system for the traditional bridges of central Zagori (2000) Report to the Municipality of Zagori, , Greek; Aoki, T., Theoretical and experimental dynamic analysis of Rakanji stone arch bridge, Honyabakei, Oita, Japan (2007) 7th International Conference on Motion and Vibration Control, , MOvIC 04; Barıs, S., Finite element model calibration effects on the earthquake response of masonry arch bridges (2011) Finite Elements in Analysis and Design, 47, pp. 621-634. , 2011; Manos, G.C., Field experiments for monitoring the dynamic soil-structure-foundation response of model structures at a Test Site (2015) Journal of Structural Engineering, American Society of Civil Engineers, Special Issue “Field Testing of Bridges and Buildings, 141 (1). , D4014012,. January 2015; Manos, G.C., Kozikopoulos, E., In-situ Measured Dynamic Response of the Bell Tower of Agios Gerasimos in Lixouri-Kefalonia, Greece and its Utilization of the Numerical Predections of its Earthquake Response (2015) COMPDYN 2015, , Greece, 25-27 May 2015; Ozden Caglayan, B., Ozakgul, K., Tezer, O., Assessment of a concrete arch bridge using static and dynamic load tests (2012) Structural Engineering and Mechanics, 41 (1), pp. 83-94. , 2012; Simos, N., Manos, G.C., Numerical analysis of seismic response of natural stone arch bridges-field observations and a case study (2013) COMPDYN 2013, , http://www.eccomasproceedings.org/cs2013/; Manos, G.C., Kozikopoulos, E., The dynamic and Earthquake Response of Basilica Churches in Kefalonia, Greece including Soil-Foundation Deformability and Wall Detachment (2015) COMPDYN 2015, , Greece, 25-27 May 2015; Integrated Software for Structural Analysis and Design, , SAP2000, Computers and Structures Inc; (2004) Eurocode 8 - Design of Structures for Earthquake Resistance - Part 1 and Part 2: Bridges, , DRAFT 3. European Committee for Standardization; (1999) Revisions of Seismic Zonation Introduced in 2003, , Provisions of Greek Seismic Code 2000, OASP, Athens, December; Data Base of Greek Earthquake Strong Motions, , Institute of Engineering Seismology and Earthquake Engineering ITSAK; Manos, G.C., Kotoulas, L., Soulis, V., Felekidou, O., Numerical simulation of the limit non-linear behaviour of unreinforced masonry under in-plane state of stress from gravitational and seismic actions (2015) COMPDYN 2015, , Greece, 25-27 May 2015; Kiyono, J., (2012) Seismic Assessment of Stone Arched Bridges, , 15 WCEE, Lisboa, Portugal, 2012; Drosopoulos, G.A., Stavroulakis, G.E., Massalas, C.V., Limit analysis of a single span masonry bridge with unilateral frictional contact interfaces (2006) Engineering Structures, 28, pp. 1864-1873. , 2006; Korompilias, D., (2015) Study of the Inelastic Behaviour of the Konitsa Bridge Using an Inelastic Model for Masonry and Applying Strengthening Methods, , PhD Thesis, Univ. Of Patras, Greece, 2015 in Greek; Papanastasiou, D., The Konitsa, Epirus NW Greece, July 26 (Ms = 5.4) and August 5, 1996, (Ms = 5.7) earthquakes sequence (2001) Bull. Geol. Soc. Greece, 34, pp. 1555-1562; Spyrakos, C.C., Maniatakis, C.A., Taflambas, J., Evaluation of near-source seismic records based on damage potential parameters Case study: Greece (2008) Soil Dynamics and Earthquake Engineering, 28, pp. 738-753. , 2008; Manos, G.C., Consequences on the urban environment in Greece related to the recent intense earthquake activity (2011) Int. Journal of Civil Eng. And Architecture, 5 (12), pp. 1065-1090. , Dec., Serial 49); Galanakis, D., Paschos, P., Neotectonic activity of Konitsa area and the 1996 earthquakes (2007) Hellenic Journal of Geosciences, 42, pp. 57-64; Manos, G.C.G.C., Kozikopoulos, E., Kotoulas, L., Simos, N., In-situ Measurements Related to the Performance of Stone Masonry Bridges in Greece (2017) COMPDYN 2017, 6th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, , M. Papadrakakis, M. Fragiadakis (eds.), Rhodes Island, Greece, 15-17 June 2017; Simos, N., Manos, G.C., Kozikopoulos, E., Near- And far-field earthquake damage study of the Konitsa stone arch bridge (2018) Engineering Structures, 177, pp. 256-267. , https://doi.org/10.1016/j.engstruct.2018.09.072, 2018; Ruocci, G., Quattrone, A., Fragonara, L.Z., Ceravolo, R., de Stefano, A., Experimental testing of a masonry arch bridge model subject to increasing level of damage (2013) IRIS, Chapter 6, Industrial Safety and Life Cycle Engineering, VCE Vienna Consulting Engineers, , www.vce.at; Milas, I., (2016) Stone Bridges, , Ethnos Travel Book, Ethnos Publications, Greek; The Gazette of the Greek Government, , ΦΕΚ 352/Β/31-5-1967) and (ΦΕΚ 194/Β/21-2-2000), (in Greek; Papazachos, B.K., Papazachou, K., (1989) Earthquakes in Greece, , Ziti publishers, Thessaloniki, Greece, Greek; Galeridis, A., (1995) The Stone Masonry Bridges in Thessalia, , Technical Chamber of Greece, Eptalofos, Athens, Greece In Greek",,"Papadrakakis M.Fragiadakis M.",,"National Technical University of Athens","7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2019","24 June 2019 through 26 June 2019",,157145,26233347,9786188284463,,,"English","COMPDYN Proceedings",Conference Paper,"Final","",Scopus,2-s2.0-85079095334
"Zhou Y., Zhao Y., Yao H., Jing Y.","8627964100;56340793000;57212536051;57208061718;","Full-scale experimental investigation of the static and dynamic stiffness of prestressed concrete girders",2019,"Shock and Vibration","2019",,"7646094","","",,,"10.1155/2019/7646094","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077006631&doi=10.1155%2f2019%2f7646094&partnerID=40&md5=292946d10ce737306a6fbb8ed68836e0","School of Highway, Chang'An University, Xi'an, Shaanxi Province, 710064, China","Zhou, Y., School of Highway, Chang'An University, Xi'an, Shaanxi Province, 710064, China; Zhao, Y., School of Highway, Chang'An University, Xi'an, Shaanxi Province, 710064, China; Yao, H., School of Highway, Chang'An University, Xi'an, Shaanxi Province, 710064, China; Jing, Y., School of Highway, Chang'An University, Xi'an, Shaanxi Province, 710064, China","Cracking damage influences the stiffness of the girders. Many articles in the literatures have studied the development of stiffness of the scale-down model; however, full-scale model testing cannot be completely replaced by scale-down testing because of material component characteristics and boundary effects. This paper deals with the effects of cracking damage on the structural static and dynamic stiffness based on three prestressed concrete (PC) girders which were removed from an old bridge. First, the equivalent flexural rigidity of cracked prestressed concrete girder was assessed using the measured load-deflection response under cycles of loading and unloading. Then, after unloading, the frequencies were measured on the PC girders supported by the elastomeric bearings. Next, the development of frequency under different damage was studied, and finally, the dynamic stiffness of PC girders with cracks was assessed. The results indicate that the first frequency is more sensitive to the cracking of concrete compared with the second frequency and that the mode shapes are not sensitive to girder damage. The test girders cannot be simplified as an ideal simply supported beam for the purpose of identifying frequencies. In addition, the ""final"" (the end of the ultimate load case) equivalent flexural rigidity of the girders is 30% of the ""initial"" (the beginning of the first load case) equivalent flexural rigidity, compared with 50% in the scale-down test; and the final dynamic stiffness is approximately 84% of the initial dynamic stiffness, whereas the scale-down test is 72%. © 2019 Yongjun Zhou et al.",,"Damage detection; Prestressed concrete; Rigidity; Stiffness; Structural panels; Unloading; Cracking of concrete; Experimental investigations; Flexural rigidities; Full-scale modeling; Loading and unloading; Material components; Simply supported beams; Static and dynamic stiffness; Concrete beams and girders",,,,,"National Natural Science Foundation of China, NSFC: 51678061, 51978063Th; Natural Science Foundation of Shaanxi Province: 2019JM-362 51978063; Natural Science Foundation of Shaanxi Provincial Department of Education: 2019JM-362","This work was supported by Shaanxi Provincial Science Foundation (Grant no. 2019JM-362) and the National Science Foundation of China (Grant no. 51678061 and 51978063Th. Their financial support is greatly appreciated. The authors thank Liu Wanfeng and Zhou Ying for their assistance during the field test.","https://orcid.org/0000-0002-2496-3261 Zhou Yongjun zyj@chd.edu.cn https://orcid.org/0000-0001-7444-3726 Zhao Yu zhaoyu@chd.edu.cn https://orcid.org/0000-0003-0603-196X Yao Hengying 2017221090@chd.edu.cn https://orcid.org/0000-0002-3317-1450 Jing Yuan yjing@chd.edu.cn Ruta Giuseppe School of Highway Chang’an University Xi’an Shaanxi Province 710064 China chd.edu.cn 2019 4 12 2019 2019 04 06 2019 11 08 2019 09 11 2019 4 12 2019 2019 Copyright © 2019 Yongjun Zhou et al. This is an open access article distributed under the Creative Commons Attribution License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Cracking damage influences the stiffness of the girders. Many articles in the literatures have studied the development of stiffness of the scale-down model; however, full-scale model testing cannot be completely replaced by scale-down testing because of material component characteristics and boundary effects. This paper deals with the effects of cracking damage on the structural static and dynamic stiffness based on three prestressed concrete (PC) girders which were removed from an old bridge. First, the equivalent flexural rigidity of cracked prestressed concrete girder was assessed using the measured load-deflection response under cycles of loading and unloading. Then, after unloading, the frequencies were measured on the PC girders supported by the elastomeric bearings. Next, the development of frequency under different damage was studied, and finally, the dynamic stiffness of PC girders with cracks was assessed. The results indicate that the first frequency is more sensitive to the cracking of concrete compared with the second frequency and that the mode shapes are not sensitive to girder damage. The test girders cannot be simplified as an ideal simply supported beam for the purpose of identifying frequencies. In addition, the “final” (the end of the ultimate load case) equivalent flexural rigidity of the girders is 30% of the “initial” (the beginning of the first load case) equivalent flexural rigidity, compared with 50% in the scale-down test; and the final dynamic stiffness is approximately 84% of the initial dynamic stiffness, whereas the scale-down test is 72%. Natural Science Foundation of Shaanxi Province 2019JM-362 51978063 National Natural Science Foundation of China 51678061",,,,,,,,,"Castel, A., Gilbert, R.I., Ranzi, G., Instantaneous stiffness of cracked reinforced concrete including steel-concrete interface damage and long-term effects (2014) Journal of Structural Engineering, 140 (6), pp. 1299-1328. , 2-s2.0-84901049752; Castel, A., Vidal, T., François, R., Finite-element modeling to calculate the overall stiffness of cracked reinforced concrete beams (2012) Journal of Structural Engineering, 138 (7), pp. 889-898. , 2-s2.0-84871845797; Zhao, X., Zhao, Y.R., Gao, X.Z., Li, X.Y., Li, Y.H., Green's functions for the forced vibrations of cracked Euler-Bernoulli beams (2016) Mechanical Systems and Signal Processing, 68-69, pp. 155-175. , 2-s2.0-84943351756; Xu, T., Zhu, L., Castel, A., Gilbert, R.I., Assessing immediate and time-dependent instantaneous stiffness of cracked reinforced concrete beams using residual cracks (2018) Journal of Structural Engineering, 144 (4). , 2-s2.0-85041913352; Xu, T., Castel, A., Modeling the dynamic stiffness of cracked reinforced concrete beams under low-amplitude vibration loads (2016) Journal of Sound and Vibration, 368, pp. 135-147. , 2-s2.0-84957795948; Xu, T., Huang, J., Castel, A., Zhao, R., Yang, C., Influence of steel-concrete bond damage on the dynamic stiffness of cracked reinforced concrete beams (2018) Advances in Structural Engineering, 21 (3), pp. 1977-1989. , 2-s2.0-85044596196; Das, P.C., Owen, J.S., Eccles, B.J., Woodings, M.A., Choo, B.S., Role of dynamic testing in assessment of bridges (1997) Transportation Research Record: Journal of the Transportation Research Board, 1594 (1), pp. 115-124. , 2-s2.0-0000220203; Ren, W.-X., De Roeck, G., Structural damage identification using modal data. I: Simulation verification (2002) Journal of Structural Engineering, 128 (1), pp. 87-95. , 2-s2.0-0036160475; Ren, W.-X., De Roeck, G., Structural damage identification using modal data. II: Test verification (2002) Journal of Structural Engineering, 128 (1), pp. 96-104. , 2-s2.0-0036163072; Musiał, M., Laboratory tests of reinforced concrete beams with the use of operational modal analysis (2016) Materials Science Forum, 866, pp. 124-128. , 2-s2.0-85023615583; Capozucca, R., A reflection on the application of vibration tests for the assessment of cracking in PRC/RC beams (2013) Engineering Structures, 48, pp. 508-518. , 2-s2.0-84870804136; Capozucca, R., Domizi, J., Magagnini, E., Damaged RC beams strengthened with NSM CFRP rectangular rods under vibration in different constrain conditions (2016) Composite Structures, 154, pp. 660-683. , 2-s2.0-84989966168; Zhang, J., Peng, H., Cai, C.S., Destructive testing of a decommissioned reinforced concrete bridge (2013) Journal of Bridge Engineering, 18 (6), pp. 564-569. , 2-s2.0-84877733823; Capozucca, R., Bossoletti, S., Static and free vibration analysis of RC beams with NSM CFRP rectangular rods (2014) Composites Part B: Engineering, 67, pp. 95-110. , 2-s2.0-84904861607; Zhou, Y., Ma, Z.J., Zhao, Y., Shi, X., He, S., Improved definition of dynamic load allowance factor for highway bridges (2015) Structural Engineering and Mechanics, 54 (3), pp. 561-577. , 2-s2.0-84930512052; (2018) Specifications for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts, , Beijing, China China Communications Highway Planning and Design Institute Co. Ltd; Concrete Institute, A., (2008) Building Code Requirements for Structural Concrete (ACI 318M-08) and Commentary (ACI 318RM-08), , Farmington Hills, MI, USA American Concrete Institute; Yi, W.J., Zhou, Y., Cao, B., Static and dynamic experiment study and stiffness identification of an unbounded pre-stressed concrete beam (2008) Journal of Vibration and Shock, 27 (1), pp. 71-75","Zhou, Y.; School of Highway, China; email: zyj@chd.edu.cn",,,"Hindawi Limited",,,,,10709622,,SHVIE,,"English","Shock Vib",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85077006631
"Sampaio J., Terroso M., Matos D.","57212463874;55164682100;55348411400;","Regional potter interpretations: Case Study of synergic outcomes in master’s in design and product development",2019,"Procedia CIRP","84",,,"185","190",,,"10.1016/j.procir.2019.04.292","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85076730915&doi=10.1016%2fj.procir.2019.04.292&partnerID=40&md5=f1066e7acc44dd8426416b4986e688bd","Polytechnic Institute of Cávado and Ave, School of Design, Campus IPCA, Barcelos, 4750-810, Portugal; Institute for Research in Design, Media and Culture ID+, Portugal","Sampaio, J., Polytechnic Institute of Cávado and Ave, School of Design, Campus IPCA, Barcelos, 4750-810, Portugal, Institute for Research in Design, Media and Culture ID+, Portugal; Terroso, M., Polytechnic Institute of Cávado and Ave, School of Design, Campus IPCA, Barcelos, 4750-810, Portugal, Institute for Research in Design, Media and Culture ID+, Portugal; Matos, D., Polytechnic Institute of Cávado and Ave, School of Design, Campus IPCA, Barcelos, 4750-810, Portugal, Institute for Research in Design, Media and Culture ID+, Portugal","Designers are key players in the process of cultural heritage interpretation and appropriation applied to other forms of production and expression in contemporary societies. In the academic training in masters of product design, knowledge creation through research as well public demonstrations of how this theoretical body is applied is quite relevant. These demonstrations allow the design to step up towards society and to show its capacity to add value and support decay activities, framing them into contemporary society and held it relevance in regional identity and economics. This article reports the outcomes of a synergic approach between master (MA) students, a museological institution and regional pottery artisans, in the development of terracotta tableware artefacts. In the designerly ways of knowing [1] a common concern is how design research and design education are contributing to the development of design as a discipline and how to reduce the gap between society and academy. Exploring a methodologic and co-creative approach of proposals, we help the students to develop a strategic and apply investigation to add value to regional and national pottery heritage and its contemporary use. By guiding them through defining what is (real context) and consequent deconstruction (abstract) of it, followed by exploration and construction of new scenarios of what could be. This approach is followed by the gap between analysis and synthesis, acting as bridge from the problem (knowing) to the solution (doing). With a more holistic and multidisciplinary approach, the students are trained to develop social and technical skills that place them into a working field and cooperation with several actors and stakeholders that increase research and learning skills through practical activities. On the other hand, the reconversion process of content and communication of practical research outcomes outside the academic field, supports the proximity between design and society (artisans, economic, cultural and governance actors), consolidates partnerships and collaborative processes. © 2019 The Authors. Published by Elsevier B.V.","Barcelos; Cultural heritage; Master design education; Product design; Pottery","Abstracting; Students; Analysis and synthesis; Barcelos; Collaborative process; Cultural heritages; Design Education; Knowledge creations; Multi-disciplinary approach; Pottery; Product design",,,,,,,,,,,,,,,,"Cross, N., (2007) Designerly Ways of Knowing, , Basel: Birkhäuser; Remelgado, P., (2005) A Louça De Barcelos: A Louça Vidrada. Colecções, , Barcelos: Museu de Olaria; Araújo, A.D., A louça preta do Prado (1998) Em Olaria: Estudos Arqueológicos, Históricos E Etnológicos Nº2, pp. 29-50. , CM Barcelos, Museu de Olaria; Sampaio, J., (2016) Narrativa E Visualização: Estratégias Para A Eficácia Na Prática Do Design Colaborativo, pp. 67-69. , PhD. Universidade de Aveiro; Kumar, V., (2012) 101 Design Methods: A Structured Approach for Driving Innovation in Your Organization, pp. 8-13. , New Jersey: John Wiley & Sons, Inc; Cooperrider, D., Appreciative inquiry: A positive revolution (2007) The Change Handbook:The Definitive Resource on Today's Best Methods for Engaging Whole Systems, pp. 73-88. , Holman, P., Devane, T. and Cady, S. San Francisco: Berrett-Koehler","Sampaio, J.; Polytechnic Institute of Cávado and Ave, Portugal; email: jsampaio@ipca.pt","Putnik G.D.","CATIM - Tecnological Center for the Metal Working Industry;Povoa de Varzim (Camara Municipal);University of Minho;University of Minho, Department of Production and Systems, Laboratory for Virtual Enterprises","Elsevier B.V.","29th CIRP Design Conference, CIRP Design 2019","8 May 2019 through 10 May 2019",,155294,22128271,,,,"English","Procedia CIRP",Conference Paper,"Final","All Open Access, Gold",Scopus,2-s2.0-85076730915
"Beade-Pereda H.","57195527117;","Aesthetic considerations in the design of the 200-year bridge",2019,"20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report",,,,"944","950",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85074454674&partnerID=40&md5=10222f7bbce0725765ce459c6d6a68e2","Knight Architects, High Wycombe, United Kingdom","Beade-Pereda, H., Knight Architects, High Wycombe, United Kingdom","Evolution in materials, together with developments in instrumentation and monitoring techniques, have made it possible to think on systematically designing bridges that have a significantly longer service life than what is currently required in the standards. Exciting discussions about 200-year bridges are taking place nowadays, fundamentally focusing on durability, maintenance, and prediction of future use. However, there is another fundamental aspect that is probably not receiving so much attention: how 200-year bridges should look like? This article is a reflection on how the design of 200-year bridges should be faced in terms of appearance. On what parameters can make a bridge a long-lasting valuable piece of the built environment or just a representative of what was in fashion in a specific period. On how to achieve a perceived design quality that can span different generations. On appearance durability. The article includes an analysis of a series of historic bridges, some of them more than 200 years old, with the aim of identifying what has made them successful (or not) from an aesthetic point of view, to reflect on how to apply these lessons learnt in the design of new bridges with an extended service life. © 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report. All rights reserved.","200-year service life; Aesthetics; Appearance durability; Bridge; Design; Fashion; History","Design; Durability; History; Service life; Aesthetics; Built environment; Design Quality; Fashion; Historic bridges; Instrumentation and monitoring; Long lasting; Bridges",,,,,,,,,,,,,,,,"Dupré, J., (1997) Bridge: A History of the World's Most Spectacular Spans, , USA: Black Dog & Leventhal Publishers; Lidwell, W., Holden, K., Butler, J., (2003) Universal Principles of Design, , USA: Rockport Publishers; Graf, B., (2002) Bridges That Changed the World, , USA: Prestel Publishing; Mock, E.B., (1949) The Architecture of Bridges, , USA: MoMA; Beade-Pereda, H., How to make use of universal principles of design in the bridge design process (2017) IABSE Conference - Creativity and Collaboration, , Bath, United Kingdom; Koffka, K., (1935) Principles of Gestalt Psychology, , United Kingdom: Lund Humphries; Munari, B., (1981) Da Cosa Nasce Cosa: Appunti Per Una Metodologia Progettuale, , Italy: Laterza","Beade-Pereda, H.; Knight ArchitectsUnited Kingdom; email: h.beade@knightarchitects.co.uk",,"Allplan (Gala);et al.;Hardesty and Hanover;Silman;Wiss, Janney, Elstner Associates, Inc.;WSP","International Association for Bridge and Structural Engineering (IABSE)","20th IABSE Congress, New York City 2019: The Evolving Metropolis","4 September 2019 through 6 September 2019",,152767,,9783857481659,,,"English","Congr. IABSE, New York City: Evol. Metropolis - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85074454674
"Marzella F.","55353307500;","Restoration of two historic movable bridges",2019,"20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report",,,,"2264","2273",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85074453035&partnerID=40&md5=2a4bbc9704fcce2b48c2761c33dbcdba","Hardesty and Hanover, Lacey, WA, United States","Marzella, F., Hardesty and Hanover, Lacey, WA, United States","The Murray Morgan Lift Bridge in Tacoma WA was constructed in 1913. In 2007, the bridge was closed to vehicular and pedestrian traffic for advanced deterioration of structural systems, mechanical and electrical components. The bridge was scheduled for demolition. In 2010 after acquiring funding, the City of Tacoma awarded a design‐build contract to reconstruct this historic bridge. The restoration work included structural steel strengthening repairs, seismic improvements, roadway deck, and stringer replacement, complete paint system removal/re‐coating, as well as modernization of the antiquated mechanical/electrical systems. Construction was completed 2012 and full legal load traffic was restored. The Broadway Bridge in Portland OR was constructed in 1912. The bridge is a unique Rall type double leaf bascule and is listed on the National Register of Historic Places. After more than 100 years of service, the cast steel Rall wheels and tracks that support the entire weight of the movable spans were severely deteriorated and required replacement. Complex jacking, machining, and updated materials were required to renew these critical components. Construction was completed in 2018. This paper will summarize the innovative design solutions developed to restore and strengthen these two historic movable bridge structures. © 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report. All rights reserved.","Bridge machinery; Bridge rehabilitation; Concrete & steel repairs; Historic preservation","Building materials; Deterioration; Machinery; Movable bridges; Restoration; Stringers; Bridge rehabilitation; Critical component; Innovative design; Mechanical and electrical; Pedestrian traffic; Restoration works; Structural steels; Structural systems; Historic preservation",,,,,,,,,,,,,,,,,"Marzella, F.; Hardesty and HanoverUnited States; email: fmarzella@hardestyhanover.com",,"Allplan (Gala);et al.;Hardesty and Hanover;Silman;Wiss, Janney, Elstner Associates, Inc.;WSP","International Association for Bridge and Structural Engineering (IABSE)","20th IABSE Congress, New York City 2019: The Evolving Metropolis","4 September 2019 through 6 September 2019",,152767,,9783857481659,,,"English","Congr. IABSE, New York City: Evol. Metropolis - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85074453035
"El Sarraf R., Edwards L.","15759930800;57208595468;","Learnings from the past to design metallic bridges spanning centuries into the future",2019,"20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report",,,,"1239","1244",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85074447755&partnerID=40&md5=79478a7cdb2e26814337c223c4a1cf05","WSP, Auckland, New Zealand; WSP, Bristol, United Kingdom","El Sarraf, R., WSP, Auckland, New Zealand; Edwards, L., WSP, Bristol, United Kingdom","Since the 20th century, modern bridges have been typically designed for a relatively short design life of either 100 or 120 years. In reality, there are numerous examples of bridges that are over 100 years old that are still in service today. In some cases, these bridges have heritage protection status. In other cases, they are a vital link to their transportation network, for which any disruptions will result in significant economic impact to the local or regional economy. Over the years, the authors have been involved with the inspection, maintenance, and refurbishment of historic bridges. This paper provides an overview of lessons learnt from examples of historic metallic bridges in New Zealand and the United Kingdom, as well as present the case for a 200-year bridge. Lessons learned from failures in design and detailing for durability, material selection, and allowance for future access for inspection and maintenance can be used when designing new bridges, with the aim to minimize future maintenance cost and assisting 21st century bridges to span centuries into the future. © 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report. All rights reserved.","200-year bridge; Asset management; Corrosion; Durability; Future ready; Metallic; Service life; Steel","Asset management; Corrosion; Durability; Regional planning; Service life; Steel; Steel corrosion; Future ready; Historic bridges; Inspection and maintenance; Maintenance cost; Material selection; Metallic; Regional economy; Transportation network; Maintenance",,,,,,,,,,,,,,,,"(1978) Model Code for Concrete Structures, , CEB-FIP Lausanne, Switzerland; (1963) Specification for Steel Girder Bridges, , BS 153: Loads”. British Standards. London, UK; (1978) Steel, Concrete and Composite Bridges. Specification for Loads, , BS 5400-2: British Standards. London, UK; (1989) Bridge Manual, , National Road Board Wellington, New Zealand; El Sarraf, R., Uran, N., Coleman, L., Saving Money by Extending the life of New Zealand Heritage Bridges (2018) IPWEA Conference Proceedings, , Rotorua, New Zealand; https://www.cliftonbridge.org.uk/; Richards, D., A Critical Analysis of the Clifton suspension bridge Proceedings of Bridge Engineering 2 Conference 2010, , University of Bath, Bath, UK; Mandeno, W., El Sarraf, R., (2017) Protective Coatings for Steel Bridges, , New Zealand Transport Agency. Wellington, New Zealand; (2018) Durability Requirements for Steel Structures and Components, , SNZ TS 3404: Standards New Zealand, Wellington, New Zealand; (2017) Paints and Varnishes - Corrosion Protection of Steel Structures by Protective Paint Systems, , International Organization for Standardization, ISO 12944: Geneva, Switzerland; Itou, M., Performances of coastal weathering steel (2000) Nippon Steel Technical Report No 81; El Sarraf, R., Mandeno, W., Use of stainless steel in bridges in New Zealand (2013) Corrosion and Materials, 38 (4), pp. 54-61. , Australasian Corrosion Association, Melbourne, Australia; Iles, D., (2005) Integral Steel Bridges: A Summary of Current Practice in Design and Construction, , Steel Construction Institute. P340. Ascot, United Kingdom; (2018) Bridge Manual, , New Zealand Transport Agency Wellington, New Zealand; El Sarraf, R., Barker, H., Protecting the Auckland harbour bridge - Developing a 40 year coatings maintenance (2019) ICE Journal, , to be published; Soubry, M., (2001) Bridge Detailing Guide; (2018) Bridge Detailing Guide, , Texas Department of Transportation Bridge Division. Austin, TX, USA; (2007) Iron and Steel Bridges: Condition Appraisal and Remedial Treatment; (2014) Design Guide for Bridges for Service Life, , Transportation Research Board S2-R19ARW-2. Washington, USA; Koh, H.M., Park, W., Choo, J.F., Lifetime design of long span bridges (2014) Structure and Infrastructure Engineering, 10 (4), pp. 521-522","El Sarraf, R.; WSPNew Zealand; email: Raed.ElSarraf@wsp.com",,"Allplan (Gala);et al.;Hardesty and Hanover;Silman;Wiss, Janney, Elstner Associates, Inc.;WSP","International Association for Bridge and Structural Engineering (IABSE)","20th IABSE Congress, New York City 2019: The Evolving Metropolis","4 September 2019 through 6 September 2019",,152767,,9783857481659,,,"English","Congr. IABSE, New York City: Evol. Metropolis - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85074447755
"Andersson L., Silfwerbrand J., Selander A., Trägårdh J.","57208907701;6602395331;55387079100;23483179700;","Continuous preventive bridge maintenance in Sweden - Field experiment on the effect of washing on concrete bridges",2019,"Proceedings of the fib Symposium 2019:  Concrete - Innovations in Materials, Design and Structures",,,,"1135","1141",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85066104402&partnerID=40&md5=6884a2b8375cc62ec4c2a10dd9481c3f","RISE CBI Cement and Concrete Institute, Stockholm, Sweden; KTH Royal Institute of Technology, Stockholm, Sweden; Cementa AB, Heidelberg Cement Group, Stockholm, Sweden","Andersson, L., RISE CBI Cement and Concrete Institute, Stockholm, Sweden; Silfwerbrand, J., KTH Royal Institute of Technology, Stockholm, Sweden; Selander, A., Cementa AB, Heidelberg Cement Group, Stockholm, Sweden; Trägårdh, J., RISE CBI Cement and Concrete Institute, Stockholm, Sweden","Bridges are an important part of the infrastructure. For the bridges to have the longest possible service life with minimum repairs, the maintenance is of great importance. One type of bridge maintenance that is rarely researched is the continuous preventive maintenance. The continuous preventive maintenance consists of removal of vegetation, cleaning of bridge joints and drainage systems as well as high-pressure washing of the structure. The effects of washing is heavily discussed but not properly researched. A study on the effectiveness of washing concrete is therefore being conducted. A field experiment has been initiated where concrete specimens are installed on an edge beam of a road bridge. The specimens are of two recipes where one represents an old bridge with rather high water-cement ratio and the other one represents a new bridge with a low water-cement ratio. 50% of the specimens are washed annually, while the others are not. Each year samples are collected and tested for a chloride profile. The results for the first year of exposure have been determined. They are promising but are still only very preliminary. The effect of washing, if any, will be visible after a longer exposure. © Federation Internationale du Beton (fib) - International Federation for Structural Concrete, 2019.","Bridge maintenance; Field experiment; Preventive maintenance; Washing","Bridges; Cements; Chlorine compounds; Concretes; Washing; Bridge maintenance; Chloride profiles; Concrete specimens; Drainage systems; Effect of washing; Field experiment; High pressure; Preventive bridge maintenance; Preventive maintenance",,,,,,,,,,,,,,,,"Andersson, L., (2018) The Continuous Preventive Bridge Maintence of Bridges- A Pre-Study, , Stockholm: RISE CBI Swedish Cement and Concrete Institute; Andersson, L., Silfwerbrand, J., Selander, A., Trägårdh, J., Continuous preventive bridge maintenance of Swedish municipalities- A survey on common practice (2018) Nordic Concrete Research, pp. 127-142; Hara, S., Miura, M., Uchiumi, Y., Fujiwara, T., Yamamoto, M., Suppression of deicing salt corrosion of weathering steel bridges by washing (2005) Corrosion Science, 47, pp. 2419-2430; Mitsuo, I., Mori, K., Shigeru, E., Toshiya, S., Satoshi, Y., Yozo, F., (2010) Investigation of Adhered Bridge Matter and Practical Application of Washing Technologies, 66 (2), pp. 220-236; (2018) CBI- Metod Nr 5 Total Kloridhalt I Betong (Version 4), , RISE Stockholm: RISE AB. (in Swedish) CBI-Method 5 Total Chloride content in concrete (version 4)"" an accredited standard method for dererminening chloride and Ca content in concrete; (1988) Bridge Norm 88 Part 7. Maintenace, Repair and Strengthening, , Swedish National Road Administration Sweden: Swedish National Road Administration; (1998) BRO 94, 7. Bridge Maintenance, , Swedish National Road Administration Sweden: Swedish National Road Administration; (1998) Preventive Maintence, p. 102. , Swedish National Road Administration Publ. 1998: Sweden: Swedish National Road Administration; (2002) Bridge Maintence 2002, p. 48. , Swedish National Road Administration publ 2002: Sweden: Swedish National Road Administration; (2006) Bridge Maintenance 2006, p. 146. , Swedish National Road Administration Publication 2006: Borlänge, Sweden: Swedish National Road Administration; (2010) VVK Bridge Maintence 2010-03, , Swedish National Road Administration Borlänge, Sweden: Swedish National Road Administration; (1969) TB 103 Div. 4 Inspection and Maintenancce 1969, , Swedish Road Administration Sweden: Swedish Road Administration; (1979) TB 132 Maintenance of Civil Engineering Structures, , Swedish Road Administration Sweden: Swedish Road Administration; (2013) TDOK 2013:0415, Bridge Maintenance- Demands, Version, , Swedish Transport Agency Borlänge, Sweden: Swedish Transport Agency; (2014) Contract Document- Integrated Bridge Maintence- Time Controlled Maintence- Jönköping- Technical Description, , Swedish Transport Agency Sweden: Swedish Transport Agency; (2015) TDOK 2013:0415, Bridge Maintenance- Demands, Version 2, , Swedish Transport Agency Borlänge, Sweden: Swedish Transport Agency; (2016) Demands Bridge Construction TDOK 2016:0204, , Swedish Transport Agency Borlänge, Sweden: Swedish Transport Agency; (2017) BaTMan Bridge and Tunnel Management, , Swedish Transport Agency Swedish Transport Agency; (2017) TDOK 2013:0415, Bridge Maintenance- Demands, Version, , Swedish Transport Agency Borlänge: Swedish Transport Agency","Andersson, L.; RISE CBI Cement and Concrete InstituteSweden; email: louise.andersson@ri.se","Derkowski W.Krajewski P.Gwozdziewicz P.Pantak M.Hojdys L.","BASF's Construction Chemicals","International Federation for Structural Concrete","fib Symposium 2019:  Concrete - Innovations in Materials, Design and Structures","27 May 2019 through 29 May 2019",,147831,,9782940643004,,,"English","Proc. fib Symp.: Concr. - Innov. Mater., Des. Struct.",Conference Paper,"Final","",Scopus,2-s2.0-85066104402
"Neves A.C., Leander J., González I., Karoumi R.","57208017647;30467830300;57192368654;6505962168;","Application of a model-free ANN approach for SHM of the Old Lidingö Bridge",2019,"IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report",,,,"200","211",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065256718&partnerID=40&md5=794c319bdc0f672cdc8a640d8f9f1ea0","KTH Royal Institute of Technology, Stockholm, Sweden","Neves, A.C., KTH Royal Institute of Technology, Stockholm, Sweden; Leander, J., KTH Royal Institute of Technology, Stockholm, Sweden; González, I., KTH Royal Institute of Technology, Stockholm, Sweden; Karoumi, R., KTH Royal Institute of Technology, Stockholm, Sweden","This paper explores the decision making problem in SHM regarding the maintenance of civil engineering structures. The aim is to assess the present condition of a bridge based exclusively on measurements using the suggested method in this paper, such that action is taken coherently with the information made available by the monitoring system. Artificial Neural Networks are trained and their ability to predict structural behaviour is evaluated in the light of a case study where acceleration measurements are acquired from a bridge located in Stockholm, Sweden. This relatively old bridge is presently still in operation despite experiencing obvious problems already reported in previous inspections. The prediction errors provide a measure of the accuracy of the algorithm and are subjected to further investigation, which comprises concepts like clustering analysis and statistical hypothesis testing. These enable to interpret the obtained prediction errors, draw conclusions about the state of the structure and thus support decision making regarding its maintenance. © 2019 IABSE. All rights reserved.","Artificial Neural Networks; Clustering analysis; Model free damage detection; Statistical Hypothesis Testing; Structural Health Monitoring","Asset management; Damage detection; Decision making; Environmental management; Forecasting; Neural networks; Statistical tests; Civil engineering structures; Clustering analysis; Decision-making problem; Model free; Monitoring system; Statistical hypothesis testing; Stockholm , Sweden; Structural behaviour; Structural health monitoring",,,,,,,,,,,,,,,,"Farrar, C.R., Worden, K., (2013) Structural Health Monitoring. A Machine Learning Perspective, , Wiley; Pimentel, M.A.F., Clifton, D.A., Clifton, L., Tarassenko, L., A review of novelty detection (2014) Signal Processing, 99, pp. 215-249; Ett Tåg Mot Ropsten Bestående Av A36 553 På Lidingöbron Den 6 December 2015” [A Train towards Ropsten Consisting of A36 553 on Lidingö Bridge], , Foto Markus Tellerup; Lundmark, T., (2006) Gamla Lidingöbron. Rapport 2006-01-31, , Old Lidingö Bridge. Report 2006-01-31, Ramböll Sverige AB; Ahne, A., (2015) Sammanfattning Av 2015 Års Inspektioner – Gamla Lidingöbron. Rapport 2015-12-03"" [Summary of the 2015 Inspections – Old Lidingö Bridge, , Report 2015-12-03, Grontmij Anläggningsunderhåll Stockholm; Ansell, A., (2003) Töjningsmätning Vid Tågpassage Över Gamla Lidingöbron. TRITABKN-BKN. Rapport 73” [Strain Measurements Due to Train Passages over the Old Lidingö Bridge, , TRITABKN-BKN. Report 73, Kungliga Tekniska högskolan; Ansell, A., (2004) Töjningsmätning Vintertid Vid Tågpassage Över Gamla Lidingöbron. TRITA-BKN. Rapport 75"" [Strain Measurements Due to Train Passages over the Old Lidingö Bridge during Wintertime, , TRITABKN-BKN. Report 75, Kungliga Tekniska högskolan; Karoumi, R., (2012) Gamla Lidingöbron: Fördjupad Analys Av Mätta Accelerationer På Fundament 6 och 8"" [Old Lidingö Bridge: Comprehensive Analysis of Measured Accelerations on Foundations 6 and 8], , KTH Byggvetenskap, Stockholm; Leander, J., (2017) Gamla Lidingöbron. Töjningsmätningar – Preliminär Rapport"" [Old Lidingö Bridge: Strain Measurements – Preliminary Report], , Kungliga Tekniska Högskolan; Blum, A., (1992) Neural Networks in C++, , N.Y.: Willey; Berry, M., Linoff, G., (1997) Data Mining Techniques, , NY: John Wiley & Sons; Swingler, K., (1996) Applying Neural Networks: A Practical Guide, , London: Academic Press; Neves, C., (2017) Structural Health Monitoring of Bridges: Model-Free Damage Detection Method Using Machine Learning. Licentiate Thesis. TRITA-BKN. Bulletin 149, , Kungliga Yekniska Högskolan, Stockholm","Neves, A.C.; KTH Royal Institute of TechnologySweden; email: acneves@kth.se",,"Allplan;Brisa;Maurer;S and P","International Association for Bridge and Structural Engineering (IABSE)","IABSE Symposium 2019 Guimaraes: Towards a Resilient Built Environment - Risk and Asset Management","27 March 2019 through 29 March 2019",,147396,,9783857481635,,,"English","IABSE Symp., Guimaraes: Towards Resilient Built Environ. Risk Asset Manag. - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85065256718
"Pachón P., García E., Compán V., Jiménez-Alonso J.F., Castro R.","55932249500;57638782500;7005434464;56330928200;55775365000;","Ambient vibration testing, dynamic identification and model updating of a historical bridge",2019,"IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report",,,,"152","159",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065244118&partnerID=40&md5=c0159fe250ea5a55720f01a89004379d","University of Seville, Seville, Spain; University of Cordoba, Cordoba, Spain","Pachón, P., University of Seville, Seville, Spain; García, E., University of Seville, Seville, Spain; Compán, V., University of Seville, Seville, Spain; Jiménez-Alonso, J.F., University of Seville, Seville, Spain; Castro, R., University of Cordoba, Cordoba, Spain","The proper maintenance of bridges is nowadays fundamental and unavoidable. These structures have to be preserved and technical works are usually essential to ensure its correct preservation. In this respect, it is common to use the finite element method as a numerical technique to assess the structural behaviour of this type of structure. However, when it comes time to face a historical construction, it is well known the high level of uncertainty surrounding the definition of the parameters that characterize it. Material properties, connections between structural parts or construction process are aspects that can cause significant changes between the classical numerical results and those experimentally identified. Among non-destructive techniques, finite element modal updating allows for adjusting the numerical model on the basis of dynamic characterization of the structure. This study presents the implementation of this process on the bridge of Posadas (Cordoba, Spain), a historic construction designed by the famous engineer Eduardo Torroja in 1957. The singularity of this historical construction lies in its special configuration, a concrete deck with inverted bowstring steel trusses, which can only be found in two other examples in Europe. © 2019 IABSE. All rights reserved.","Dynamic characterization; Genetic algorithm; Historical bridge; Model updating; Non-destructive technique; Operational Modal Analysis","Asset management; Environmental management; Finite element method; Genetic algorithms; Modal analysis; Nondestructive examination; Numerical methods; Dynamic characterization; Historical bridges; Model updating; Non-destructive technique; Operational modal analysis; Bridges",,,,,,,,,,,,,,,,"Ewins, D.J., (2000) Modal Testing: Theory and Practice, , Research, Studies Press, U.K; Pepi, C., Gioffrè, M., Comanducci, G., Cavalagli, N., Bonaca, A., Ubertini, F., Dynamic characterization of a severely damaged historic masonry bridge (2017) Proc Eng, 199, pp. 3398-3403; Gentile, C., Saisi, A., Operational modal testing of historic structures at different levels of excitation (2013) Construct Build Mater, 48, pp. 1273-1285; Torroja, E., (2008) Razón Y Ser De Los Tipos Estructurales, , Consejo Superior de Investigaciones Científicas; (2011) SIMULIA, , Dassault Systemes, ABAQUS 6.9-1; Brincker, R., Zhang, L., Andersen, P., Modal identification of output-only systems using frequency domain decomposition (2001) Smart Mater Struct, 10 (3), pp. 441-445; Peeters, B., Roeck, G.D., Reference-based stochastic subspace identification for outputonly modal analysis (1999) Mech Syst Sig Process, 13 (6), pp. 855-878; (2015) Artemis Modal 5.0. User’S Guide, , Solutions SV; (2015) User’S Guide, , MathWorks, MATLAB R2015a",,,"Allplan;Brisa;Maurer;S and P","International Association for Bridge and Structural Engineering (IABSE)","IABSE Symposium 2019 Guimaraes: Towards a Resilient Built Environment - Risk and Asset Management","27 March 2019 through 29 March 2019",,147396,,9783857481635,,,"English","IABSE Symp., Guimaraes: Towards Resilient Built Environ. Risk Asset Manag. - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85065244118
"Xiong S., Tang X.","57204720714;37043390900;","Three dimensional finite element analysis on the failure process of a reinforced concrete arch structure by damage theory",2019,"Advances in Intelligent Systems and Computing","842",,,"883","893",,,"10.1007/978-3-319-98776-7_105","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056845958&doi=10.1007%2f978-3-319-98776-7_105&partnerID=40&md5=0a898bca6e0903075694684df7d63587","China Merchants Chongqing Communications Research and Design Institute Co., Ltd., State Key Laboratory of Bridge Engineering Structural Dynamics, 33, Xuefu Avenue, Nan’an District, Chongqing, 400067, China; School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha, Hunan  410114, China","Xiong, S., China Merchants Chongqing Communications Research and Design Institute Co., Ltd., State Key Laboratory of Bridge Engineering Structural Dynamics, 33, Xuefu Avenue, Nan’an District, Chongqing, 400067, China; Tang, X., School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha, Hunan  410114, China","A damage constitutive model with 3 independent parameters is derived from the two-order form of the general theory for elastic damage problems. Based on this damage constitutive model and by using damage mechanics – additional load – finite element method, a three dimensional finite element analysis computer program is established. The damaging process and failure of a reinforced concrete arch structure which was removed from a real old bridge is simulated numerically. The damage parameters of concrete are determined through a targeting calculation process. The values of element damage and the nodal displacements along three directions under different load level are obtained. The theoretical results of the failure mode, displacements are in good agreement with the experimental observations. Numerical results reveal the complicated behavior of concrete in a damaging process. The reinforced concrete structures exhibit pronounced nonlinearity at large loading levels. © Springer Nature Switzerland AG 2019.","Arch structure; Damage mechanics; Nonlinearity; Numerical simulation; Reinforced concrete; Three dimensional finite element method","Arch bridges; Arches; Computer simulation; Concrete construction; Constitutive models; Finite element method; Numerical methods; Reinforced concrete; Arch structures; Calculation process; Damage constitutive model; Damage mechanics; Independent parameters; Nonlinearity; Three dimensional finite element analysis; Three-dimensional finite element method; Failure (mechanical)",,,,,,"Acknowledgement. This research was financially supported by the National Basic Research",,,,,,,,,,"Rabier, P.J., Some remarks on damage mechanics (1989) Int. J. Eng. Sci., 27 (1), pp. 29-54; Gao, W., Zheng, Q., Yu, S., Elastic isotropic damage expressed by double scalar (1996) Chin. J. Theor. Appl. Mech., 28 (5), pp. 542-549; Tang, X., Jiang, C., Zheng, J., A general form of isotropic elastic damage constitutive equation (2001) Appl. Math. Mech., 22 (12), pp. 1317-1323; Tang, X., Zheng, J., Jiang, C., (2006) Continuum Damage Theory and Application, , China Communications Press, Beijing; Tang, X.S., Jiang, C.P., Zheng, J.L., Anisotropic elastic constitutive relations for damaged materials by application of irreversible thermodynamics (2002) Theor. Appl. Fract. Mech., 38 (3), pp. 211-220; Zhang, W., Cai, Y., (2010) Continuum Damage Mechanics and Numerical Applications, , Springer, Heidelberg; Zhu, W., Zhao, Q., Tang, C., Zhuo, J., Mechanical model and numerical simulation of fracture process of concrete (2002) Adv. Mech., 32 (4), pp. 579-598; Yin, S., (1992) Fracture Damage Theory and Application, , Tsinghua University Press, Beijing; Tang, X., Zheng, J., Jiang, C., A general continuum theory of elastic damage coupled with thermal effect (2002) Chin. J. Appl. Mech., 19 (1), pp. 1-4; Yu, H., Tang, M., Wu, J., Research on capacity of beam based on damage constitutive model for concrete (2011) Chin. J. Appl. Mech., 28 (4), pp. 388-392; Chen, L., Peng, H., Chen, Z., Effect of crack face contact and friction on dynamic stress intensity factors for a double-edge cracked plate (2011) Chin. J. Appl. Mech., 28 (3), pp. 299-303; Tang, X.S., Zhang, J.R., Li, C.X., Xu, F.H., Pan, J., Damage analysis and numerical simulation for failure process of a reinforced concrete arch structure (2005) Comput. Struct, 83 (31-32), pp. 2609-2631; Tang, X., Yang, J., Jiang, C., Zhang, X., Damage mechanics-additional load-finite element method for fatigue life prediction of axisymmetrical structural members (2002) Chin. J. Aeronaut., 23 (2), pp. 97-101","Xiong, S.; China Merchants Chongqing Communications Research and Design Institute Co., 33, Xuefu Avenue, Nan’an District, China; email: 381234694@qq.com","Atiquzzaman M.Xu Z.Abawajy J.Choo K.R.Islam R.",,"Springer Verlag","International Conference on Applications and Techniques in Cyber Intelligence, ATCI 2018","11 July 2018 through 13 July 2018",,220419,21945357,9783319987750,,,"English","Adv. Intell. Sys. Comput.",Conference Paper,"Final","",Scopus,2-s2.0-85056845958
"Gigla B., Janßen T.","57193727672;56530287700;","Repair of an Arched Masonry Construction for a Historic Bridge Intervention",2019,"RILEM Bookseries","18",,,"1632","1641",,,"10.1007/978-3-319-99441-3_175","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052337834&doi=10.1007%2f978-3-319-99441-3_175&partnerID=40&md5=e41afdcec14e69db6ca92c78a0790fae","University of Applied Sciences, Lübeck, Germany; Wasserstraßen- und Schifffahrtsverwaltung des Bundes (German National Administration of Waterways), Fachbereich Investition NOK, Kiel-Holtenau, Germany","Gigla, B., University of Applied Sciences, Lübeck, Germany; Janßen, T., Wasserstraßen- und Schifffahrtsverwaltung des Bundes (German National Administration of Waterways), Fachbereich Investition NOK, Kiel-Holtenau, Germany","The Levensauer Bridge near Kiel in northern Germany is replaced by a new construction according to an enlargement of Kiel Canal. The old bridge has a span of 163 m, a height of 43 m and was built from 1892 to 1894 with two steel arches between huge masonry supports. Each of the supports consist of two massive masonry piers of solid brickwork with dimensions of 19 to 28 m and a height up to 30 m. Both piers are connected with a brick vault of 17 m span and a thickness of 1.3 to 1.7 m. Due to demands of nature conservation, the southern masonry support has to be preserved as a substantial habitat for bats. During enlargement works, horizontal and vertical displacements of the canal-side masonry pier have to be considered to ensure the safety of the construction. Small scale tests to verify the admissible spreading of the vault support have been performed by the authors [2]. The paper describes the ongoing repairing works of the vault, the piers and two massive wing-walls. Scientific approaches have been used to assess the properties of the brickwork, the damaging of the structure, the adaption of strengthening techniques and to define parameters for Engineering works. As a result, recommendations for the strengthening of vaulted structures under expected displacements are suggested. © 2019, RILEM.","Arch; Historic bridge intervention; Repair; Spreading; Strengthening; Vault",,,,,,,,,,,,,,,,,"Fülscher, J., Schultz, H.W., (1899) Der Bau Des Kaiser Wilhelm Kanals (“Construction of Kiel Canal”. Abtheilung, p. II. , Verlag Wilhelm Ernst & Sohn, Berlin; Gigla, B., Janßen, T., Small scale tests to verify the admissible spreading of the support of an arched masonry construction for a historic bridge intervention (2016) Proceedings of the 16Th International Brick and Block Masonry Conference (IBMAC), 136, pp. 1089-1096. , Padova, Italy, 26th June to 29th June, 2016; Berger, F., Zur nachträglichen Bestimmung der Tragfähigkeit von zentrisch gedrücktem Ziegelmauerwerk (“Subsequent determination of the load-bearing capacity of existing, axially compressed brickwork”) (1987) Erhalten Historisch Bedeutsamer Bauwerke, Sonderforschungsbereich 315, Universität Karlsruhe (TH), Jahrbuch 1986, pp. 231-248. , Verlag Ernst & Sohn, Berlin, Germany; Jäger, W., Pech, A., Druckfestigkeit von Mauerwerk – zur Statistischen Auswertung von Versuchsdaten mithilfe von Potenzfunktionen als Grundlage für den Eurocode 6 (“Com-pression strength of masonry-statistical evaluation of experimental data using exponential functions as the basis for the Eurocode 6”) (2015) Mauerwerk Kalender 2015, pp. 423-448. , Wiley-VCH Verlag GmbH & Co., Weinheim, Germany; Deutsche Bahn, A.G., RIL 805, Tragsicherheit bestehender Eisenbahnbrücken (“RIL 805, Structural load capacity of existing railway bridges”) (2010) DB Netz AG, Frankfurt, Germany, Chap. 805.0103A01, p. 4; Bilello, C., Brencich, A., Corradi, C., Paola, M., Sterpi, E., Experimental tests and theoretical issues for the identification of existing brickwork (2007) X NAMC 10Th North American Masonry Conference, Paper 158; Sassoni, E., Mazzotti, C., Experimental and numerical study on the determination of masonry compressive strength by means of cores (2014) Proceedings of the 9Th International Masonry Conference 2014, , Guimarães, Portugal, ID1440; Ochsendorf, J.A., Collapse of masonry structures (2002) Dissertation, University of Cambridge; Coccia, S., Di Carlo, F., Ianniruberto, U., Rinaldi, Z., Vulnerability of masonry arches under increasing embrace displacements (2014) Proceedings of the 9Th International Masonry Conference 2014, , Guimarães, Portugal, ID1412; Gigla, B., Influence of the water absorption on the performance of supplementary injection anchors inside masonry (2016) Proceedings of the 16Th International Brick and Block Masonry Conference (IBMAC), 257, pp. 2073-2080. , Padova, Italy, 26th June to 29th June, 2016","Gigla, B.; University of Applied SciencesGermany; email: gigla@fh-luebeck.de",,,"Springer Netherlands",,,,,22110844,,,,"English","RILEM Bookseries",Book Chapter,"Final","",Scopus,2-s2.0-85052337834
"Liu J., Liu X., Chai Y., Cao C., Li S.","57203118187;57203119996;57203568736;57203117978;56403558400;","The Structural Technology and Architecture of Timber Bridges in Song Dynasty Paintings",2019,"RILEM Bookseries","18",,,"196","204",,,"10.1007/978-3-319-99441-3_20","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052291082&doi=10.1007%2f978-3-319-99441-3_20&partnerID=40&md5=28ec327e76b5833646d3f1570f449b95","Department of Architecture, Shanghai Jiao Tong University, Shanghai, China; Sino-European Wood Architecture Research Center, Shanghai Jiao Tong University, Shanghai, China; Institutes of Arts and Humanities, Shanghai Jiao Tong University, Shanghai, China","Liu, J., Department of Architecture, Shanghai Jiao Tong University, Shanghai, China; Liu, X., Department of Architecture, Shanghai Jiao Tong University, Shanghai, China; Chai, Y., Department of Architecture, Shanghai Jiao Tong University, Shanghai, China; Cao, C., Sino-European Wood Architecture Research Center, Shanghai Jiao Tong University, Shanghai, China; Li, S., Institutes of Arts and Humanities, Shanghai Jiao Tong University, Shanghai, China","The construction of Timber Bridges in ancient China reached a peak during the Song Dynasty. The structural technology and the architecture were advanced and well developed. This paper studies and summarizes the structural technology and architecture of the Timber Bridges in the Song Dynasty paintings, while comparing it to historical relics with similar bridge structures. This paper aims to promote the culture of traditional Chinese Timber Bridges and to support the protection and timber maintenance of historic bridges. © 2019, RILEM.","Architecture; Song dynasty painting; Structural technology; Timber bridge",,,,,,,,,,,,,,,,,"Liu, J., (2017) The Architectural Artistry of China’s Timber Arch Covered Bridges. Shanghai People’s Fine Arts Publishing House, , Shanghai; (2008) The Song Dynasty Paintings, , Zhejiang University Press, Zhejiang. Book Two; (2009) The Song Dynasty Paintings, , Zhejiang University Press, Zhejiang. Book Six; Liu, J., (2016) Vernacular Architecture in Fu’an, , Zhonghua Book Company, Beijing; Liu, J., (2009) Series of Architectural Culture in South Yangtze River, , Shanghai Jiao Tong University Press, Shanghai","Li, S.; Institutes of Arts and Humanities, China; email: lss1266@sjtu.edu.cn",,,"Springer Netherlands",,,,,22110844,,,,"English","RILEM Bookseries",Book Chapter,"Final","",Scopus,2-s2.0-85052291082
"Chen J., Zhang K., Zheng Y.","55838714500;55839925000;57198813494;","Comparison and Applicability Research of Prestressed Duct Pumpness Contemporary Major Nondestructive Detection Technology",2018,"IOP Conference Series: Materials Science and Engineering","439","4","042064","","",,,"10.1088/1757-899X/439/4/042064","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057539155&doi=10.1088%2f1757-899X%2f439%2f4%2f042064&partnerID=40&md5=2b8fee1382a8e93f8f50f18791ea0d01","Research Institute of Highway, Ministry Transport, Beijing, 10088, China; Key Laboratory of Old Bridge Detection and Reinforcement Technology, Ministry of Transport, Beijing, 10088, China","Chen, J., Research Institute of Highway, Ministry Transport, Beijing, 10088, China, Key Laboratory of Old Bridge Detection and Reinforcement Technology, Ministry of Transport, Beijing, 10088, China; Zhang, K., Research Institute of Highway, Ministry Transport, Beijing, 10088, China, Key Laboratory of Old Bridge Detection and Reinforcement Technology, Ministry of Transport, Beijing, 10088, China; Zheng, Y., Research Institute of Highway, Ministry Transport, Beijing, 10088, China, Key Laboratory of Old Bridge Detection and Reinforcement Technology, Ministry of Transport, Beijing, 10088, China","Prestressed reinforcement is one of the most hidden and important project in bridge enginerring. It directly determines the structure of the bending, shear, anti vibration, anti impact performance, it also has influence on the safety and durability of the structure. To evaluate old bridge structure, it is required to detect the internal reinforced distribution (quantity, specifications, protection layer thickness). In addtition, due to poor construction quality, position of prestressed tendons biased, and grouting can not get guarantee, which leads to serious corrosion of prestressing tendons, consequently in potential safety hazard. All above indicate that by using nondestructive method, it is significant to locate the prestressed tendon and define the quantative and distribution in structure. Then, it is required to evaluate the grouting condition of prestressed ducts, and regrouting for the flaw ducts. This paper focuses on several current famous prestressed grouting nondestructive detection methods, combining the characteristics of the actual bridge structure, and the accuracy of each method is obtained. Results is compared with applicability and pertinency. Research results provide method and basis for detecting subsequent prestressed bridge. © Published under licence by IOP Publishing Ltd.",,"Concrete construction; Corrosion; Ducts; Grouting; Mortar; Reinforcement; Safety engineering; Wire; Construction quality; Nondestructive detection; Nondestructive detection method; Nondestructive methods; Potential safety hazards; Prestressed reinforcement; Prestressed tendons; Prestressing tendon; Prestressed concrete",,,,,,,,,,,,,,,,"Aimin, G., Qiongxian, H., Mengda, C., Li, X., Dawang, Y., Study on Testing and Inspecting Quality of Duct Grouting by New Ultrasonic Testing Technique (2011) Urban Roads Bridges & Flood Control, 6, pp. 209-210; Jiaye, W., Xiujuan, L., Present Situation and Development of Compactness Detection Technology of Prestressed Duct Grouting (2013) Municipal Engineering Technology, pp. 17-22; Basile, V., A ground penetrating radar survey for archaeological investigation in an urban area [J] (2000) Journal of Applied Geophysics, 44 (1), pp. 15-32; Zhaohui, X., Jinming, L., The Application Status and Its Prospect of Ground Penetrating Radar(GPR) in China (2007) Geotechnical Investigation & Surveying, 11, pp. 71-75; Yiqun, C., Boxun, X., On the Status Quo and Development of Ground Penetrating Radar (2005) Chinese Journal of Engineering Geophysics, 2, pp. 149-155; Yuan, W., Xuhui, H., Application of GPR in the density of grouting density quality inspection of pre-cast segmental box beam (2008) ShanXi Architecture, 34, pp. 14-15",,,,"Institute of Physics Publishing","2018 International Conference on Advanced Electronic Materials, Computers and Materials Engineering, AEMCME 2018","14 September 2018 through 16 September 2018",,142322,17578981,,,,"English","IOP Conf. Ser. Mater. Sci. Eng.",Conference Paper,"Final","All Open Access, Bronze",Scopus,2-s2.0-85057539155
"Schindler A., Johnson D., Warnock R., Barnes R.","7202689869;57204674470;57204664006;7402034217;","Effectiveness of Silane to Mitigate Alkali-Silica Reaction in a Historical Bridge",2018,"MATEC Web of Conferences","199",,"03009","","",,,"10.1051/matecconf/201819903009","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056654806&doi=10.1051%2fmatecconf%2f201819903009&partnerID=40&md5=decbf07ff6ddb601420818d3ab018d1d","Department of Civil Engineering, 238 Harbert Engineering Center, Auburn University, Alabama, 36849, United States; Ellinwood and Machado, LLC, 800 Lambert Drive, Atlanta, GA  30324, United States; Tennessee Valley Authority, 1101 Market Street, Chattanooga, TN  37402, United States","Schindler, A., Department of Civil Engineering, 238 Harbert Engineering Center, Auburn University, Alabama, 36849, United States; Johnson, D., Ellinwood and Machado, LLC, 800 Lambert Drive, Atlanta, GA  30324, United States; Warnock, R., Tennessee Valley Authority, 1101 Market Street, Chattanooga, TN  37402, United States; Barnes, R., Department of Civil Engineering, 238 Harbert Engineering Center, Auburn University, Alabama, 36849, United States","Alkali-silica reaction (ASR) is a detrimental reaction in concrete that may lead to severe expansion and cracking in structures. The Bibb Graves Bridge is a reinforced concrete bridge that was constructed in 1931, and is located in Wetumpka, Alabama, U.S.A. Both arches of Span 5 have severe cracking and surface deposits caused by ASR. In order to mitigate ASR, a silane-based surface sealer was applied to Spans 4 and 5 of this bridge. The goal of this mitigation procedure was to decrease the internal relative humidity of the ASR-affected concrete to less than 80 percent so that continued ASR-related expansions do not occur. After the execution of the mitigation procedure, the internal relative humidity, concrete expansion, and new crack development in the bridge were monitored for 35 months to evaluate the effectiveness of the mitigation procedure. Analysis of these data revealed few signs of decreasing relative humidity or decreased expansion rates in the ASR-affected concrete. It is concluded that the silane sealer was ineffective and alternative mitigation options should be considered. © 2018 The Authors, published by EDP Sciences.",,"Expansion; Reinforced concrete; Repair; Retrofitting; Silica; Alkali-silica reaction; Concrete expansion; Crack development; Detrimental reaction; Historical bridges; Internal relative humidity; Mitigation options; Surface deposits; Arch bridges",,,,,"Alabama Department of Transportation, ALDOT","This project was sponsored by the Alabama Department of Transportation (ALDOT). The support and assistance of ALDOT is much appreciated. The contents of this paper reflect the views of the authors, and it does not necessarily reflect the official views or policies of ALDOT or Auburn University.",,,,,,,,,,"Johnson, D.K., Warnock, R.L., Schindler, A.K., Barnes, R.W., (2014) Effectiveness of Silane in Mitigating Alkali-silica Reaction in the Bibb Graves Bridge, p. 214. , Research Report, Auburn Univ; Fournier, B., Bérubé, M.A., (2000) Canadian J. Civil Eng., 27; Bérubé, M.A., Chouinard, D., Pigeon, M., Jean, F., Michel, R., Vézina, D., (2002) Canadian J. Civil Eng., 29; Stark, D., ACI SP-126, Durability of Concrete (1991) 2nd Int. Conf., pp. 973-988; Fournier, B., Bérubé, M.A., Folliard, K.J., Thomas, M.D.A., (2010) Report on the Diagnosis, Prognosis, and Mitigation of Alkali-silica Reaction (ASR) in Transportation Structures, , Final Report, Washington D.C., FHWA (2010); (2000) Guide to the Evaluation and Management of Concrete Structures Affected by Alkali-aggregate Reaction, , CSA,. Canadian Standards Association; Selley, D., Making low-VOC silicon-based water repellents (2010) Coatings Tech., Dow Corning Corp., pp. 26-35; Folliard, K.J., Thomas, M.D.A., Ideker, J.H., East, B., Fournier, B., (2009) Case Studies of Treating ASR-affected Structures with Lithium Nitrate, , Trans. Res. Board Annual Meeting, Paper #09-2685; (1998) HM44 Set for Measuring Humidity in Concrete: Operating Manual, , Vaisala; User-s Guide to the Mayes Demec Demountable Mechanical Strain Gauge, , Mayes Instruments Ltd, Mayes Instruments Ltd (n.d); Wood, J.G.M., Improving guidance for engineering assessment and management of structures with AAR (2008) Proc. of 13th Int. Conf. on Alkali-aggregate Reaction in Concrete, Trondheim, Norway","Schindler, A.; Department of Civil Engineering, United States; email: schinak@auburn.edu","Alexander M.G.Beushausen H.Moyo P.Dehn F.",,"EDP Sciences","5th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2018","19 November 2018 through 21 November 2018",,141796,2261236X,,,,"English","MATEC Web Conf.",Conference Paper,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85056654806
"Muhamad Khairussaleh N.A., Parke G.A.R., Imam B.","57204050019;12645535800;14421188300;","Factors Influencing the Design Life of Old Steel Bridges",2018,"IOP Conference Series: Materials Science and Engineering","419","1","012027","","",,,"10.1088/1757-899X/419/1/012027","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054216351&doi=10.1088%2f1757-899X%2f419%2f1%2f012027&partnerID=40&md5=64edfd7a10ad44fda155dd9e7f7e5055","Universiti Malaysia Pahang, Fac. of Civil Engineering and Earth Resources, Gambang, 26300, Malaysia; University of Surrey, Dept. of Civil and Environmental Engineering, Guildford, GU2 7XH, United Kingdom","Muhamad Khairussaleh, N.A., Universiti Malaysia Pahang, Fac. of Civil Engineering and Earth Resources, Gambang, 26300, Malaysia; Parke, G.A.R., University of Surrey, Dept. of Civil and Environmental Engineering, Guildford, GU2 7XH, United Kingdom; Imam, B., Universiti Malaysia Pahang, Fac. of Civil Engineering and Earth Resources, Gambang, 26300, Malaysia","When deciding about the specific design life for bridge structures, care should be taken to ensure that the structure fulfils all the fundamental requirements of structural reliability in terms of robustness, safety and serviceability in order to achieve the service life of the bridge. Load and material properties, cross-section and system geometry are the basic variables or parameters that are being used when considering the design life of bridge structures. The design life of bridge structures as specified in the Eurocodes and British Standards is 100 and 120 years respectively while in AASHTO-LRFD it is for 75 years. However, in all these codes of practice, there are no specifications or provision or guidelines related to sustaining the service life of bridge structures (Bartholomew, 2007 & 2009). This is because the service life depends on the durability of the structure which is heavily influenced by several factors such as fatigue, corrosion and changes in superimposed loads. Therefore, with an increase in traffic loading together with climate changes, the demand to ensure service life is very acute because of the importance of bridge structures in the infrastructure network, which is especially true for long span bridges. Also, with different load applications of heavy good vehicles (HGVs) occurring during the design life, this will affect the structural integrity of old steel bridges. For example, old bridges in many countries including Malaysia were designed using British Standard compliances. Since the Eurocodes have been widely practising nowadays, the estimation of loading applied might be different with the old code of practice. Plus, with the traffic increasing every year without any control, the maintenance for the old bridges especially should be more frequent as these bridges may not have benefited to the remedial measures to improve the fatigue performances. Therefore, the actual service life may not reach the expected service life as the actual service life depends on the exposure condition of the structure, quality of materials, design and construction and also the level of maintenance performance. In addition, with the increase in traffic load and frequency, this could seriously jeopardise the integrity of old bridges to meet their actual service life. This paper discusses the issue concerning the design and remaining service life estimation used when designing and appraising steel bridges. © Published under licence by IOP Publishing Ltd.",,"Climate change; Codes (standards); Corrosion; Corrosion fatigue; Steel bridges; Traffic surveys; Design and construction; Exposure conditions; Fatigue performance; Infrastructure networks; Maintenance performance; Quality of materials; Service life estimation; Structural reliability; Service life",,,,,,,,,,,,,,,,"(2010) Guidance Document on the Implementation of Structural Eurocodes; Aashto, (2012) AASHTO LRFD Bridge: Design Specifications, , (American Association of State Highway and Transportation Official); Aashto, (2002) Standards Specifications for Highway Bridges, , 17 (American Association of State Highway and Transportation Official); Bartholomew, M., How Long Will Your Bridge Last? - The need to Predict Service Life of Bridge Components (2007) Western Bridge Engineer's Seminar, , (Boise, Idaho, 23 - 26 September 2007); Bartholomew, M., Design for Service Life, Bridge Birth Certificate and Concrete Structures Managements Concepts (2009) AASHTO Bridge Sub-Committee Meeting T-9 Technical Committe for Bridge Preservation, , (New Orleans, LA, 6 July 2009); (2015) BBC News Fourth Road Bridge to Be Closed until New Year, , http://www.bbc.co.uk/news/uk-scotland-35001277, BBC News 4th December; Bhargava, A., (2009) Fatigue Analysis of Steel Bridge Details: Hot Spot Stress Approach, , (George Washington University) PhD; Bijlaard, F.S.K., (2007) 'Eurocode 3 Part 1-9: Fatigue' Paper of the Seminar on Eurocodes, , (Oslo, Norway, 9 May 2007); Bsi, (2005) BS en 1993 Part 1-9: Design of Steel Structures: Fatigue, , (London: British Standards Institution); Bsi, (2004) BS en 1991-2 Part 2: Traffic Load on Bridges, , (London: British Standards Institution) London: British Standards Institution; Bsi, (2014) BS 7608 : Guide to Fatigue Design and Assessment of Steel Products, , (London: British Standards Institution); Bsi, (1980) BS5400 Part 10: Steel, Concrete and Composite Bridges: Code of Practice for Fatigue, , (London: British Standards Instituition); (2011) Fatigue Design of Offshore Steel Structures; Fu, G., Lourenco, M.I., Duan, M., Estefan, S.F., Effect of Boundary Conditions on Residual Stress and Distortion in T-joint Welds (2014) Journal of Constructional Steel Research, 102, pp. 121-135; Gabler, M., Time for Action (2015) Bridge: Design & Engineering, pp. 88-89; Iiw, (2008) Recommendations for Fatigue Design of Welded Joints and Components, , (France: International Institute of Welding) Commission XIII and XV; Lee, C., Chiew, S., Jiang, J., Residual Stress Study of Welded High Strength Steel Thin-Walled Plate-to-plate Joints, Part 1: Experimental Study (2012) Thin-Walled Structures, 56, pp. 103-112; Maddox, S.J., (2011) Fracture and Fatigue of Welded Joints and Structures, pp. 168-206. , Maddox S.J. ed K.A. Macdonald (Woodhead Publishing Limited) Fatigue Design Rules for Welded Structures; Miner, M.A., Cumulative Damage in Fatigue (1945) Journal of Applied Mechanics, 12, pp. 159-164; Muhamad Khairussaleh, N.A., (2016) Fatigue of Cable Anchorages on A Cable-Stayed Bridge, , (University of Surrey) Unpublished PhD; Miki, C., Bridge Engineering Learned from Failure - Fatigue and Fracture Control (2004) Proceeding of the 2nd International Conference on Bridge Maintenance, Safety, Management and Cost, , (Kyoto, Japan, 18 - 22 October 2004) (CRC Press Taylor amp; Francis Group); Niemi, E., (1995) Stress Determination for Fatigue Analysis of Welded Components, , (The International Institute of Welding edn. Abington Publishing); Niemi, E., Fricke, W., Maddox, S.J., (2006) Fatigue Analysis of Welded Components: Designers's Guide to the Structural Hot-Spot Stress Approach, , (The International Institute of Welding); Nussbaumer, A., Borges, L., Davaine, L., (2011) Fatigue Design of Steel and Composite Structure, , 1 (Portugal: European Convention for Constructional Steelwork (ECCS)); Russell, H., Rapid Respond (2016) Bridge: Design & Engineering, pp. 82-84; Tabatabai, H., Ciolko, A., Dickson, T., Implications of Test Results from Full-Scale Fatigue Tests of Stay Cables Composed of Seven-Wire Prestressing Strand (1995) Proceeding of the Fourth International Bridge Engineering Conference - Transportation Research Board Conference. San Francisco, California, , (Washington, D C., 28 - 30 August 1995) National Academy Press 1995; Wang, Y., Li, G., Chen, S., The Assessment of Residual Stresses in Welded High Strength Steel Box Sections (2012) Journal of Constructional Steel Research, 76, pp. 93-99; Zhao, M., Chiew, S., Lee, C., Post - Weld Heat Treatment for High Strength Steel Welded Connections (2016) Journal of Constructional Steel Research, 122, pp. 167-177",,,"","Institute of Physics Publishing","9th International Symposium on Steel Bridges 2018","10 September 2018 through 11 September 2018",,139915,17578981,,,,"English","IOP Conf. Ser. Mater. Sci. Eng.",Conference Paper,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85054216351
"Markogiannaki O., Tegos I.","48662606100;6602636630;","A retrofit approach to improve performance of multi-span bridges against earthquake hazard",2018,"International Journal of Civil Engineering and Technology","9","6",,"1029","1037",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049582404&partnerID=40&md5=cdb4c502adcdd0fc97d3b7a67947e01d","Aristotle University of Thessaloniki, Department of Civil Engineering, Greece","Markogiannaki, O., Aristotle University of Thessaloniki, Department of Civil Engineering, Greece; Tegos, I., Aristotle University of Thessaloniki, Department of Civil Engineering, Greece","The present paper focuses on the retrofit of multi-span I – Girder bridges to improve their response against earthquake events. It is widely accepted that unseating is a key seismic response issue that has led to disastrous effects in bridges not seismically designed during former earthquakes. Herein, a proposal to upgrade the performance of such bridges against earthquake hazard is discussed. To transform the structural system the bridge sidewalks are used. The old sidewalks are replaced with continuous new ones to provide deck continuity. To further enhance bridge performance seismic retrofit solutions in the longitudinal and transverse direction are discussed for the modified structural system. Increased serviceability demand is accommodated, as well. The proposed solution for old bridges is applied in a typical three-span simply supported concrete bridge. Three dimensional models are developed and nonlinear time history analyses are performed for both seismic directions. The analyses results show improved seismic performance for the retrofitted bridge. The applicability of the suggested solution in a wide range of simply supported bridges constructed in the past decades is also highlighted. © IAEME Publication.","Concrete bridge; Continuous deck; Seismic retrofit; Sidewalks; Simply supported; Steel bearings",,,,,,,,,,,,,,,,,"Williams, R.J., Gardoni, P., Bracci, J.M., Decision analysis for seismic retrofit of structures (2009) Structural Safety, 31 (2), pp. 188-196; (2003) Eurocode 8: Design of Structures for Earthquake Resistance - Part 2: Bridges, , CEN Comité Européen de Normalisation; (2005) Eurocode 8: Design of Structures for Earthquake Resistance – Part 3: Assessment and Retrofitting of Buildings, , CEN Comité Européen de Normalisation. Authority; Mehta, B.Y.P.K., Burrows, R.W., Building durable structures in the 21st century (2001) Concrete International, pp. 57-63. , March; Simon, J., Bracci, J.M., Gardoni, P., Seismic response and fragility of deteriorated reinforced concrete bridges (2010) Journal of Structural Engineering, pp. 1273-1281. , October; Padgett, J.G., Probabilistic seismic loss assessment of aging bridges using a component-level cost estimation approach (2011) Earthquake Engineering & Structural Dynamics, 40, pp. 1743-1761. , JE; Barker, R.M., Puckett, J.A., (2013) Design of Highway Bridges: An LRFD Approach, , 3 rd Edition. Wiley, New York; Cardone, D., Displacement limits and performance displacement profiles in support of direct displacement-based seismic assessment of bridges (2014) Earthquake Engineering & Structural Dynamics, 43, pp. 1239-1263; (2015) Hazus-Multi-Hazard Loss Estimation Methodology, , FEMA; Muthukumar, S., (2003) A Contact Element Approach with Hysteresis Damping for The Analysis and Design of Pounding in Bridges; Muthukumar, S., DesRoches, R., A Hertz contact model with non-linear damping for pounding simulation (2006) Earthquake Engineering & Structural Dynamics, 35 (7), pp. 811-828; (1995) Northridge Earthquake Reconnaissance Report, 1. , stitute. EER; Otsuka, H., Unjoh, S., Terayama, T., Hoshikuma, J.K.K., Damage to highway bridges by the 1995 Hyogoken Nanbu earthquake and the retrofit of highway bridges in Japan (1996) 3rd US- Japan Workshop on Seismic Retrofit of Bridges, , Osaka, Japan; Tian, Q., Hayashikawa, T., Ren, W.X., Effectiveness of shock absorber device for damage mitigation of curved viaduct with steel bearing supports (2016) Engineering Structures, 109, pp. 61-74; Buckle, I., Constantinou, M., Dicleli, M., Ghasemi, H., (2006) Seismic Isolation of Highway Bridges, , University at Buffalo, State University of New York, Buffalo, N.Y.: MCEER; Nielson, B.G., (2005) Analytical Fragility Curves for Highway Bridges in Moderate Seismic Zones, , Thesis, Georgia Institute of Technology; Taflanidis, A., Optimal probabilistic design of seismic dampers for the protection of isolated bridges against near-fault seismic excitations (2011) Engineering Structures, 33 (12), pp. 3496-3508; Tegos, I., Tegou, S., Panoskaltsis, V., Tsitotas, M., (2012) Reduction in Seismic Actions of Bridges by Utilizing The Sidewalks as Restrainers, , 15WCEE. Lisbon, Portugal: 15WCEE; Tegos, I.Α., Tsitotas, Μ.Α., Tegou, S.D., Mitoulis, S.A., Reduction in seismic actions of bridges by utilizing the sidewalks as restrainers (2009) 16th Greek Concrete Conference, , Pafos, Cyprus; Dolce, M., Cardone, D., Palermo, G., Design procedures and seismic performances of a class of isolation systems for bridges based on flat sliding bearings (2006) 1st US - Italy Seismic Bridge Workshop; Buckle, I., Friedland, I., Mander, J., Geoffrey, M., Nutt, R., Power, M., (2006) Seismic Retrofitting Manual for Highway Structures: Part 1 – Bridges, , FHWA; Naeim, F., Kelly, J.M., Design of seismic isolated structures—from theory to practice (1999) Journal of Structural Engineering, 125, pp. 1-296. , Internet; Zhang, J., Makris, N., Delis, T., Structural characterization of modern highway overcrossings—case study (2004) Journal of Structural Engineering, 130 (6), pp. 846-860; (2005) Structural Bearings - Part 3: Elastomeric Bearings, , EN1337-3. CEN,Brussels; (2005) Eurocode 8 — Design of Structures for Earthquake Resistance — Part 2: Bridges, 3. , CEN Comité Européen de Normalisation; (2003) Eurocode 8: Design of Structures for Earthquake Resistance — Part 1: General Rules, Seismic Actions and Rules for Buildings, , CEN Comité Européen de Normalisation; McKenna, G.L.F., (2005) Open System for Earthquake Engineering Simulation Pacific Earthquake Engineering Research Center, , F. Version 2.4.0; (2010) Seismic Design Criteria Version 1.6, , Caltrans. November; Iervolino, I., Galasso, C., Cosenza, E., REXEL: Computer aided record selection for code-based seismic structural analysis (2009) Bulletin of Earthquake Engineering, 8 (2), pp. 339-362; Papanikolaou, V.K., (2015) AnySection: Software for The Analysis of Arbitrary Composite Sections in Biaxial Bending and Axial Load, , Aristotle University of Thessaloniki, Greece",,,,"IAEME Publication",,,,,09766308,,,,"English","Int.J. Civ. Eng. Technol.",Article,"Final","",Scopus,2-s2.0-85049582404
"Haahr M.","14018063000;","Reconciling immersion and presence: Locative game mechanics and narrative techniques for cultural heritage",2018,"Proceedings of the 2017 23rd International Conference on Virtual Systems and Multimedia, VSMM 2017","2018-January",,,"1","7",,,"10.1109/VSMM.2017.8346283","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049731282&doi=10.1109%2fVSMM.2017.8346283&partnerID=40&md5=e578be4a0aaab93b22d20e5c5a44b605","School of Computer Science and Statistics, Trinity College, University of Dublin, Dublin 2, Ireland","Haahr, M., School of Computer Science and Statistics, Trinity College, University of Dublin, Dublin 2, Ireland","Locative gaming dates back to the early 2000s, and with the success of Ingress (2012) and Pokémon GO (2016), locative games have now entered the mainstream in a very serious way. However, while the genre holds considerable promise for cultural heritage, it has yet to make a real impact for this purpose. A particular challenge is to reconcile the two apparently conflicting concerns of ensuring immersion into the experience without compromising the audience's sense of presence in the physical space. For example, Ingress and Pokémon GO offer excellent immersion in the gameplay but at the cost of near-total loss of the player's sense of presence in the physical environment, even to the extent that accidents occur. For cultural heritage, presence is not only about safety, but also about the audience experiencing the site and not only the digital content. In this paper, we argue that for locative games to be successful for cultural heritage, they must bridge the design tension between offering immersion and presence. We use two of our own titles to shed light on the design concerns and show how careful use of locative game mechanics and narrative techniques can help reconcile these two design pressures and create a new type of engagement with cultural heritage. © 2017 IEEE.",,"Cultural heritages; Design pressure; Digital contents; Gameplay; Physical environments; Sense of presences; Total loss; Bridges",,,,,,,,,,,,,,,,"Adams, E., (2010) Fundamentals of Game Design, , New Riders; Albert, S., Locative literacy (2004) Mute, 1, p. 28; Ballagas, R., Kuntze, A., Walz, S.P., Gaming tourism: Lessons from evaluating rexplorer, a pervasive game for tourists (2008) International Conference on Pervasive Computing, p. 244. , Springer; Botting, F., Gothic (1995) The New Critical Idiom; Brown, E., Cairns, P., A grounded investigation of game immersion (2004) CHI -04 Extended Abstracts on Human Factors in Computing Systems, CHI EA -04, pp. 1297-1300. , New York, NY, USA ACM; Carrigy, T., Naliuka, K., Paterson, N., Haahr, M., Design, and evaluation of player experience of a location-based mobile game (2010) Proceedings of the 6th Nordic Conference on Human-Computer Interaction: Extending Boundaries, pp. 92-101. , ACM; Csikszentmihalyi, M., (1990) The Psychology of the Optimal Experience, , Harper Perennial, New York, USA; Csikszentmihalyi, M., (1975) Beyond Boredom and Anxiety, , Jossey-Bass Publishers, San Francisco, USA; Dow, S., Lee, J., Oezbek, C., MacLntyre, B., David Bolter, J., Gandy, M., Exploring spatial narratives, and mixed reality experiences in oakland cemetery Proceedings of the 2005 ACM SIGCHI International Conference on Advances in Computer Entertainment Technology, 2005, pp. 51-60. , ACM; Ermi, L., Mayra, F., Fundamental components of the gameplay experience: Analysing immersion (2005) Worlds in Play: International Perspectives on Digital Games Research, 37 (2), pp. 37-53; Farman, J., (2013) The Mobile Story: Narrative Practices with Locative Technologies, , Routledge; (2000) Presence Defined, , International Society for Presence Research; Haahr, M., (2012) Bram Stoker-s Vampires, , Haunted Planet Studios; Haahr, M., The amazing transfabulator (2013) Haunted Planet Studios; Haahr, M., (2015) Everting the Holodeck, pp. 211-226. , Hartmut Koenitz, Gabriele Ferri, Mads Haahr, Digdem Sezen, and Tonguc Ibrahim Sezen, editors, Interactive Digital Narrative: History, Theory, and Practice, chapter 14 Routledge; Haahr, M., Literary play: Locative game mechanics, and narrative techniques for cultural heritage (2015) Joint International Conference on Serious Games, pp. 114-119. , Springer; Happe, D., Hamon, G., (2013) Departement de la Seine-Maritime, , Jumìges 3D; Haugstvedt, A., Krogstie, J., Mobile augmented reality for cultural heritage: A technology acceptance study (2012) Mixed, and Augmented Reality (ISMAR, pp. 247-255. , 2012 IEEE International Symposium on IEEE; Kretschmer, U., Coors, V., Spierling, U., Grasbon, D., Schneider, K., Rojas, I., Malaka, R., Meeting the spirit of history Proceedings of the 2001 Conference on Virtual Reality, Archeology, and Cultural Heritage, 2001, pp. 125-141. , ACM; Lombardo, V., Damiano, R., Storytelling on mobile devices for cultural heritage (2012) New Review of Hypermedia, and Multimedia, 18 (1-2), pp. 11-35; Montola, M., Stenros, J., Waern, A., (2009) Pervasive Games Theory, and Design, , Morgan Kauffman; Nacke, L., Lindley, C.A., Flow and immersion in first-person shooters: Measuring the player-s gameplay experience Proceedings of the 2008 Conference on Future Play: Research, Play, Share, Future Play -08, pp. 81-88. , New York, NY, USA ACM 2008; Nisi, V., Oakley, I., Haahr, M., Location-Aware multimedia stories: Turning spaces into places (2008) Proceedings of ARTECH Conference, pp. 72-93. , Universidade Catolica Portuguesa; Paterson, N., Kearney, G., Naliuka, K., Carrigy, T., Haahr, M., Conway, F., Viking ghost hunt: Creating engaging sound design for location-Aware applications (2013) International Journal of Arts, and Technology, 6 (1), pp. 61-82. , Inderscience; Paterson, N., Naliuka, K., Kristian Jensen, S., Carrigy, T., Haahr, M., Conway, F., Design, implementation, and evaluation of audio for a location aware augmented reality game (2010) Proceedings of the 3rd International Conference on Fun, and Games, pp. 149-156. , ACM; Reid, J., Design for coincidence: Incorporating real world artifacts in location based games (2008) Proceedings of the 3rd International Conference on Digital Interactive Media in Entertainment, and Arts, pp. 18-25. , ACM; Stoker, B., (1897) Dracula, , Archibald Constable and Company","Haahr, M.; School of Computer Science and Statistics, Ireland; email: mads.haahr@tcd.ie","Addison A.Goodman L.Addison A.","ACM Distinguished Speakers Series;Elsevier;et al.;IEEE VR Standards Committee;Science Foundation Ireland;VR First","Institute of Electrical and Electronics Engineers Inc.","23rd International Conference on Virtual Systems and Multimedia, VSMM 2017","31 October 2017 through 4 November 2017",,136160,,9781538644935,,,"English","Proc. Int. Conf. Virtual Syst. Multimed., VSMM",Conference Paper,"Final","All Open Access, Green",Scopus,2-s2.0-85049731282
"Sundru S.","25824072400;","Assessment of Replacement Bridge using Proof Load Test",2018,"Journal of The Institution of Engineers (India): Series A","99","1",,"155","163",,,"10.1007/s40030-017-0259-2","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042417788&doi=10.1007%2fs40030-017-0259-2&partnerID=40&md5=a7706eff1c38210ea194f2dcca0e4c2b","CSIR-Structural Engineering Research Centre, Chennai, India","Sundru, S., CSIR-Structural Engineering Research Centre, Chennai, India","This work begins with an overview of the condition assessment of old bridge and explained reasons for demolishing of the bridge. Briefly presented flexural analysis of two stage post-tensioned prestressed concrete girder, which will be replace the old (new bridge). Construction of I-girder and composite girder at first stage and second stage prestressing respectively is explained with figures. Assessment of the load-caring capacity of the one span of the replacement bridge with simple supports using proof load test is presented which is mandatory according to Indian standards. Weighted sand bags were used to load the bridge up to a predetermined service load with impact factor. Deflections of the I-girders of the bridge were measured at selected locations along and across the bridge span and compared with computed values. Linear response was observed during loading and unloading. Considering the load test results, theoretical estimation and criteria as stipulated in codes of practice, it can be inferred that prestressed concrete I-girder bridge span has adequate capacity to carry the loads and hence, deemed to have passed the test. © 2017, The Institution of Engineers (India).","Assessment; Construction; Flexural analysis; Proof load test; Replacement bridge","Beams and girders; Concrete beams and girders; Concretes; Construction; Prestressed concrete; Testing; Unloading; Assessment; Codes of practice; Composite girders; Condition assessments; Flexural analysis; Loading and unloading; Replacement bridge; Theoretical estimation; Bridges",,,,,,,,,,,,,,,,"(1992) Non-destructive Testing of Concrete—Methods of Test, Part 1 Ultrasonic Pulse Velocity, , Bureau of Indian Standards, New Delhi; (1992) Non-destructive Testing of Concrete—Methods of Test, Part 2 Rebound Hammer, , Bureau of Indian Standards, New Delhi; Standard Test Method for Half Cell Potential of Uncoated Reinforcing Steel in Concrete ASTM Designation C 876-87; (2001) Determination of Water Soluble and Acid Soluble Chlorides in Mortar and Concrete-Method of Test, Part 2 Hardened Mortar and Concrete, , Bureau of Indian Standards, New Delhi; (2000) Standard Specifications and Code of Practice for Road Bridges, Section II Loads and Stresses, , The Indian Road Congress, New Delhi; IRC: SP-33-1989, Guidelines on Supplemental Measures for Design, Detailing and Durability of Important Bridge Structures (The Indian Road Congress, New Delhi; Johnson Victor, D., (2010) Essentials of Bridge Engineering, , 6, Oxford &IBH Publishing company Pvt. Ltd, New Delhi; IRC: 18-2000, Design criteria for prestressed concrete road bridges (Post-tensioned concrete) (The Indian Road Congress, New Delhi); IRC: SP-51-1999, Guidelines for load testing of bridges (The Indian Roads Congress, New Delhi); Krishna Raju, N., (2010) Design of Bridges, , 4, Oxford &IBH Publishing company Pvt. Ltd., New Delhi","Sundru, S.; CSIR-Structural Engineering Research CentreIndia; email: ssb@serc.res.in",,,"Springer India",,,,,22502149,,,,"English","J. Inst. Eng. Ser. A",Article,"Final","",Scopus,2-s2.0-85042417788
"Kotes P., Strieska M., Vican J.","6505747528;57192372988;6506530681;","Influence of environmental pollution on corrosion maps in slovakia",2018,"fib Symposium",,,,"795","804",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85134822130&partnerID=40&md5=1060b0ef6f0cb8527b1e694a3773bcce","Civil Engineering Faculty, University of Zilina, Slovakia","Kotes, P., Civil Engineering Faculty, University of Zilina, Slovakia; Strieska, M., Civil Engineering Faculty, University of Zilina, Slovakia; Vican, J., Civil Engineering Faculty, University of Zilina, Slovakia","The corrosion is one of the most decisive factor determining the lifetime of materials and increases the risk of failure. Climatic parameters and atmospheric pollution have the high impact on degradation of several construction materials, from which the reinforced concrete or steel structures, such as buildings, bridges, tunnels or cultural heritage structures, are made. The paper describes the impact of multipollution of atmosphere on construction materials degradation in the Slovak Republic. It is possible to determine the map of corrosion from the atmosphere pollution, which describes the aggressiveness of environment and its influence on corrosion. The corrosion map does not help to protect materials but can be useful for prediction of risks by design and analysis. Data on pollution and climatological conditions, like Cl-, SO2, O3, PM10, pH, temperature, rain, relative humidity, are measured in the network of environmental stations and consequently the maps of zinc, copper, aluminium and carbon steel are made from them. Slovak Hydrometeorological Institute implements measurements of air pollutants that are the basis for the assessment of the air quality. © fédération internationale du béton (fib).","Bridges; Corrosion; Degradation; Environmental pollution; Structures","Air quality; Aluminum coated steel; Atmospheric corrosion; Atmospheric humidity; Corrosion protection; Reinforced concrete; Risk assessment; Sulfur dioxide; Atmosphere pollution; Atmospheric pollution; Climatic parameters; Climatological conditions; Cultural heritages; Design and analysis; Environmental pollutions; Slovak Republic; Pollution induced corrosion",,,,,,,,,,,,,,,,"Albitar, M., Visintin, P., Mohamed Ali, M.S., Lavigne, O., Gamboa, E., Bond slip models for uncorroded and corroded steel reinforcement in class-F fly ash geopolymer concrete (2017) Journal of Materials in Civil Engineering, 29 (1), pp. 257-263; Albrecht, P., Naeemi, A.H., (1984) Performance of Weathering Steel in Bridges, , National Cooperative Highway Research Program, Report 272; Andrade, C., Sarria, J., Alonso, C., Corrosion rate field monitoring of post-tensioned tendons in contact with chlorides (1996) Conference “Durability of Building Materials and components”, pp. 959-967. , Stockholm; Bazant, Z.P., Physical model for steel corrosion in concrete sea structures - Theory (1979) Journal of Structural Division, ASCE, 105 (6), pp. 1137-1153; Bilcik, J., Holly, I., Effect of reinforcement corrosion on reliability (2012) Journal Beton TKS, 3, pp. 16-20; Bohnenkamp, K., Burgmann, G., Schwenk, W., Investigations of atmospheric corrosion of plain carbon and low-alloy steels in industry, country and sea air (1973) Stahl Eisen, 93, pp. 1054-1060; Di Turo, F., Proietti, C.H., Screpanti, A., Fornasier, M.F., Cionni, I., Favero, G., De Marco, A., Impacts of air pollution on cultural heritage corrosion at European level: What has been achieved and what are the future scenarios (2016) Article in ""Environmental Pollution"", 218, pp. 586-594; (2012) Corrosion of Metals and Alloys - Corrosivity of Atmospheres - Classification, Determination and Estimation; (2012) Corrosion of Metals and Alloys - Corrosiivity of Atmospheres - Guiding Values for the Corrosivity Categories; Ivaskova, M., Kotes, P., Brodnan, M., Air pollution as an important factor in construction materials deterioration in Slovak Republic (2015) 7Th Scientific-Technical Conference Material Problems in Civil Engineering “MATBUD 2015”, 108, pp. 131-138. , Krakow, Poland; Ivaskova, M., Kotes, P., Dundekova, S., Impact of Air Pollution and Climate Conditions on Carbon Steel in Slovak Republic (2015) Conference CSTI; Klinesmith, D.E., McCuen, R.H., Albrecht, P., Effect of environmental condition on corrosion rate (2007) Journal of Material Civil Engineering, 19, pp. 1221-2139; Kotes, P., Vican, J., Multi-element system reliability using Markov chain model (2004) Communications, 3 (2004), pp. 17-21; Kotes, P., Vican, J., Influence of reinforcement corrosion on moment and shear resistance in time of RC bridge girder (2016) 8Th International Conference on Bridge Maintenance, Safety and Management, pp. 1923-1928. , IABMAS; Krivy, V., Kubzova, M., Kreislova, K., Urban, V., Characterization of corrosion products on weathering steel bridges influenced by chloride deposition (2017) Metals, 7, p. 336; (2006) Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings + National Annex, , SUTN; (2007) Eurocode 2: Design of Concrete Structures - Part 2: Concrete Bridges, Design and Detailing Rules + National Annex, , SUTN; (2006) Eurocode 3: Design Pf Steel Structures - Part 1-1: General Rules and Rules for Buildings + National Annex, , SUTN; (2007) Eurocode 3: Design of Steel Structures - Part 2: Steel Bridges + National Annex, , SUTN; Thoft-Christensen, P., (1992) A Reliability Based Expert System for Bridge Maintenance, , Tekno Vision Conference, Denmark; Tidblad, J., Kucera, V., Mikhailov, A., Henriksen, J., Kreislova, K., Yates, T., Stockle, B., Schreiner, M., UN/ECE ICP Materials: Dose-response functions on dry and wet acid deposition effects after 8 years of exposure (2001) Water Air and Soil Pollution, 130, pp. 1457-1462",,"Foster S.Gilbert R.I.Mendis P.Al-Mahaidi R.Millar D.",,"fib. The International Federation for Structural Concrete","International fib Congress on Better, Smarter, Stronger, 2018","7 October 2018 through 11 October 2018",,267669,26174820,,,,"English","fib. Symp.",Conference Paper,"Final","",Scopus,2-s2.0-85134822130
"Van Bogaert P.","7005373273;","Refurbishment of a heritage concrete tied arch bridge across river LYS",2018,"fib Symposium",,,,"1968","1975",,,"10.1007/978-3-319-59471-2_225","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85134803831&doi=10.1007%2f978-3-319-59471-2_225&partnerID=40&md5=ea1d1fb9fd821a6248c4fce29efe99e3","Civil Engineering Department, Faculty of Engineering and Architecture, Ghent University, Technologiepark 904, Ghent, 9052, Belgium","Van Bogaert, P., Civil Engineering Department, Faculty of Engineering and Architecture, Ghent University, Technologiepark 904, Ghent, 9052, Belgium","In the past, concrete arch bridges were built to cross moderate spans, whereas today the alternative of beam bridges is preferred. In view of their aging, it has become necessary to assess carefully the load-carrying capacity of these historic bridges. In the case of the seriously damaged Pontweg bridge, after inspection in 2012, the general opinion concluded that the bridge should be demolished and replaced. Nevertheless, the arch shape, the characteristic nodes and RC-hangers make this bridge a rare heritage structure. However, careful analysis and testing allowed to convince parties involved, that restoring the load-carrying capacity and refurbishment was possible. Both numerical simulation and dynamic testing have demonstrated the necessity to reinforce substantially the lower chord and the floorbeams. Due to the necessity of rebar splices an additional reinforcing beam was connected to the lower chord. The sealing of the arches and hangers was successful, due to the use of micromortar, whereas an unfortunate polymer-containing repair product of the deck, has modified the texture and appearance of these parts. Fortunately, the arches and hangers have kept most of the concrete colour and texture and show the effort made to preserve the bridge. At present a load test is being considered. Replacing the movable bearings required temporary lifting of one side of the bridge. This demonstrates that an adequate type of repair product is important to preserve the characteristic aspect and texture of historic arch structures. © Springer International Publishing AG 2018.","Arch stability; Conservation; Historic arch bridge; Load-carrying capacity; Refurbishment","Arch bridges; Arches; Chlorine containing polymers; Concretes; Dynamic analysis; Load limits; Load testing; Loads (forces); Temporary bridges; Textures; Analysis and testing; Arch structures; Characteristic node; Concrete arch bridges; Dynamic testing; Heritage structures; Historic bridges; Tied arch bridges; Repair",,,,,,,,,,,,,,,,"Inventory of Heritage Buildings and Structures in Flemish Community, , https://inventaris.onroerenderfgoed.be/aanduidingsobjecten/10616SCE; Van Bogaert, P., Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge (2012) Proceedings 3Rd International Symposium on Life-Cycle Civil Engineering, IALCCE 2012, pp. 191-192. , Vienna, CRC Press Balkema; (2011) National Annex to EN 1991-2 Eurocode 1 Actions on Structures – Part 2, , NBN Brussels, October","Van Bogaert, P.; Civil Engineering Department, Technologiepark 904, Belgium; email: philippe.vanbogaert@ugent.be","Hordijk D.A.Lukovic M.",,"fib. The International Federation for Structural Concrete","International fib Symposium on High Tech Concrete: Where Technology and Engineering Meet, 2017","12 June 2017 through 14 June 2017",,267679,26174820,9783319594705,,,"English","fib. Symp.",Conference Paper,"Final","",Scopus,2-s2.0-85134803831
"Gupta M.L., Bhide D.A., Dongre P.","57193265872;6505947643;57193268620;","Repair for major cracks in central 2 spans of the 4 span continuous module of Varsova bridge across Vasai creek on nh-48 near Mumbai, India",2018,"fib Symposium",,,,"2060","2069",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85134802380&partnerID=40&md5=f75cd12ee81e1fc5214822e5a20e2e52","IRB Infrastructure Developers Ltd, Mumbai, India","Gupta, M.L., IRB Infrastructure Developers Ltd, Mumbai, India; Bhide, D.A., IRB Infrastructure Developers Ltd, Mumbai, India; Dongre, P., IRB Infrastructure Developers Ltd, Mumbai, India","Varsova Bridge is across Vasai Creek, about 35 Km from Mumbai, India. It is on National Highway 48. Two bridges, 556m long, exist at the crossing, built in 1970 and 2004 respectively. Old bridge has central 4 spans, built in continuous PSC box girder super structure with span configuration of 57.3 + 2 x 114.6 + 57.3 m. It is with single cell box girder, built with cantilever construction technique. 114.6m span on Mumbai end developed a major crack, 4mm wide at about 12m from mid span. Crack was across full with of soffit and continued for 1/3rd web height in both webs. A crack in initial stage at similar location in another 114.6m span, as a mirror image was also noticed. The paper describes the investigations made through analysis for ascertaining the probable reasons and deciding remedial measures as well as execution of the same. © fédération internationale du béton (fib).","Continuous Bridge; Cracking; External prestress; Modelling; Prestressed concrete; Restricted traffic","Box girder bridges; Box girder; Cantilever construction; Mirror images; Mumbai , India; Remedial measures; Single cells; Span configuration; Super-structures; Repair",,,,,,,,,,,,,,,,"Standard Specifications and Code of Practice for Road Bridges, Section II – Loads and Stresses; Guidelines for Evaluation of Load Carrying Capacity of Bridges; Concrete Society Technical Report 11: Concrete Core Testing for Strength; (2015) Assessment Code for Concrete Bridges DOT, , UK; Euro Code 2: Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings; Euro Code 2: Design of Concrete Structures – Concrete Bridges: Design and Detailing Rules",,"Foster S.Gilbert R.I.Mendis P.Al-Mahaidi R.Millar D.",,"fib. The International Federation for Structural Concrete","International fib Congress on Better, Smarter, Stronger, 2018","7 October 2018 through 11 October 2018",,267669,26174820,,,,"English","fib. Symp.",Conference Paper,"Final","",Scopus,2-s2.0-85134802380
"Bhide D.A., Gupta M.L., Dongre P.","6505947643;57193265872;57193268620;","Repair of major cracks in central spans of the 4 span continuous bridge, India",2018,"IABSE Conference, Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future - Report",,,,"320","327",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067097336&partnerID=40&md5=51baa403f3c7f0c98a0af50cc500843e","IRB Infrastructure Developers Ltd, Mumbai, India","Bhide, D.A., IRB Infrastructure Developers Ltd, Mumbai, India; Gupta, M.L., IRB Infrastructure Developers Ltd, Mumbai, India; Dongre, P., IRB Infrastructure Developers Ltd, Mumbai, India","Varsova Bridge is across Vasai Creek, about 35 Km from Mumbai, India. It is on National Highway 48. Two bridges, 555.32m long, exist at the crossing, built in 1970 and 2004 respectively. Old bridge has central 4 spans, built in continuous PSC box girder super structure with span configuration of 57.3 + 2 x 114.6 + 57.3m. It is with single cell box girder, built with cantilever construction technique. 114.6m span on Mumbai end developed a major crack, 4mm wide at about 12m from mid span. Main crack was across full with of bottom and continued for 1/3rd web height in both webs. The paper describes the investigations made through analysis, ascertaining the probable reasons and deciding remedial measures as well as execution of the same. Analysis used four different models as per construction stages. Some tests were done to determine material parameters. Final repair measure was external prestress with carbon fibre laminates at crack locations. © IABSE Conference, Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future - Report.All right reserved.","Continuous Bridge; Cracking; External prestress; Modelling; Prestressed concrete; Restricted traffic","Carbon fibers; Crack initiation; Models; Prestressed beams and girders; Prestressed concrete; Repair; Cantilever construction; Carbon fibre laminates; Construction stages; Continuous bridges; External prestress; Material parameter; Remedial measures; Span configuration; Box girder bridges",,,,,,,,,,,,,,,,,"Bhide, D.A.; IRB Infrastructure Developers LtdIndia; email: bhideda@yahoo.co.in",,"ARUP;Christiansen and Essenbaek;COWI;DTU;Ramboll;Vejdirektoratet","International Association for Bridge and Structural Engineering (IABSE)","IABSE Conference Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future","25 June 2018 through 27 June 2018",,148365,,9783857481567,,,"English","IABSE Conf., Copenhagen: Eng. Past, Meet Needs Future - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85067097336
"Langley R., Hehir J., Towler I.","57209269398;57209272425;57202966975;","The maintenance of silver Jubilee Bridge, UK",2018,"IABSE Conference, Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future - Report",,,,"267","274",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067094935&partnerID=40&md5=79decf8eee43f715d15aad80a38428b2","Mott MacDonald, Manchester, United Kingdom","Langley, R., Mott MacDonald, Manchester, United Kingdom; Hehir, J., Mott MacDonald, Manchester, United Kingdom; Towler, I., Mott MacDonald, Manchester, United Kingdom","The Grade II listed Silver Jubilee Bridge is a two-pinned steel arch bridge with continuous side spans spanning the River Mersey. With a main span of 330 metres, it is the seventh largest steel arch bridge in the world. Since original construction in 1961, Mott MacDonald has been employed on numerous commissions and frameworks on the bridge providing technical and commercial advice to the maintainer, currently Halton Borough Council. This paper presents a case study highlighting challenges associated with maintaining a historical bridge. Maintenance works include painting the arch steelwork, protection and monitoring of the hanger cables, installation of shock transmission units and an innovative cathodic protection system. © IABSE Conference, Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future - Report.All right reserved.","Arch painting; Cable replacement; Cathodic protection; Historic structure; Joint replacement; Long span arch bridge; Maintenance","Arches; Cable stayed bridges; Cables; Cathodic protection; Joint prostheses; Maintenance; Silver; Steel bridges; Cable replacement; Cathodic protection systems; Historic structures; Joint replacement; Long-span arch bridges; Shock transmission; Silver Jubilee Bridge; Steel arch bridges; Arch bridges",,,,,,,,,,,,,,,,"Anderson, J.K., Runcorn-widnes bridge (1964) Proceeding of the Institution of Civil Engineers, 29, pp. 535-570; Lambert, P., Silver Jubilee Bridge: A 25-year concrete repair strategy (2017) Concrete Repair Bulletin, 30 (5). , September/October; The Highways Agency Design Manual for Roads and Bridges, , BD 37/01 Loads for Highway Bridges; Tufcoat [Image on the Internet], , https://www.tufcoat.co.uk/casestudy/silver-jubilee-bridge-grit-blasting-containment/, c2012 cited 2018 Jan 18","Langley, R.; Mott MacDonaldUnited Kingdom; email: raymond.langley@mottmac.com",,"ARUP;Christiansen and Essenbaek;COWI;DTU;Ramboll;Vejdirektoratet","International Association for Bridge and Structural Engineering (IABSE)","IABSE Conference Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future","25 June 2018 through 27 June 2018",,148365,,9783857481567,,,"English","IABSE Conf., Copenhagen: Eng. Past, Meet Needs Future - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85067094935
"Goyal R., Whelan M., Cavalline T.L.","56071261000;7103060850;57190806831;","Predictive fidelity of bridge deterioration models: Probabilistic VS deterministic",2018,"Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018",,,,"2359","2366",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067038049&partnerID=40&md5=501ba9ce939c9d17bf61d0efc48e604a","University of North Carolina at CharlotteNC, United States","Goyal, R., University of North Carolina at CharlotteNC, United States; Whelan, M., University of North Carolina at CharlotteNC, United States; Cavalline, T.L., University of North Carolina at CharlotteNC, United States","North Carolina was one of the original states to develop and implement a bridge management system (BMS) shortly after formal bridge inspections were mandated by federal legislation in the United States. However, the general form of the deterioration models currently in use by the North Carolina Department of Transportation to predict future changes in condition ratings of bridges has remained unchanged since original development. These models are deterministic in nature, piecewise-linear, are based on average condition rating durations calculated from historical bridge inspection records, and have relied on pre-classification to account for the effects of explanatory factors on deterioration rates. To overcome limitations in the predictive fidelity of these legacy models, a proportional hazards-based probabilistic deterioration model was developed and implemented on the historical database of over 35 years of deck, superstructure, and substructure condition ratings for the North Carolina state bridge inventory. These probabilistic models are multivariable, duration-based, and non-stationary with a non-homogeneous Markov chain prediction process. A simplified stationary approach was also developed for use within a conventional homogeneous Markov chain. This paper presents a comparative analysis of the predictive fidelity of updated deterministic models and the newly developed probabilistic models. In the absence of future response data, a methodology developed for a quantitative assessment of the predictive fidelity based on existing bridge records is described. The analysis includes over 6000 concrete deck records and a prediction period of 15 years. Probability distributions of prediction errors demonstrate that both the nonstationary and stationary implementations of the probabilistic models achieve a much higher degree of accuracy and precision in predicting bridge condition ratings than the deterministic models. Reasons for the improved predictive fidelity of these probabilistic models are discussed briefly while making a case for adoption of these models in place of deterministic models. © 2018 Taylor & Francis Group, London.",,"Deterioration; Forecasting; Life cycle; Maintenance; Markov processes; Piecewise linear techniques; Probability distributions; Safety engineering; Bridge condition ratings; Bridge deterioration; Bridge management system; Deterioration modeling; Homogeneous markov chains; North carolina department of transportations; Probabilistic models; Quantitative assessments; Bridges",,,,,"North Carolina Department of Transportation, NCDOT","Most of the research presented in this paper was conducted as part of the research project RP 2014-07 sponsored by the North Carolina Department of Transportation. The financial support provided by this grant is greatly appreciated. The contents of this paper reflect the views of the authors and not necessarily the views of the NCDOT. The authors are responsible for the accuracy of the data presented herein. Additionally, this paper does not constitute a standard, specification, or regulation and does not necessarily reflect official policies of NCDOT. In particular, the authors appreciate the guidance and technical support provided by Cary Clemmons.",,,,,,,,,,"Agrawal, A.K., Kawaguchi, A., Chen, Z., Deterioration Rates of Typical Bridge Elements in New York (2010) Journal of Bridge Engineering, 15 (4), pp. 419-429; Bulusu, S., Sinha, K.C., Comparison of Methodologies to Predict Bridge Deterioration (1997) Transportation Research Record, 1597, pp. 34-42; Cavalline, T., Whelan, M., Tempest, B., Goyal, R., Ramsey, J., (2015) Determination of Bridge Deterioration Models and Bridge User Costs for the NCDOT Bridge Management System, , Final Report FHWA/NC/2014-07, University of North Carolina at Charlotte, Charlotte, North Carolina; Chen, C., Johnston, D.W., (1987) Bridge Management under a Level of Service Concept Providing Optimum Improvment Action, Time, and Budget Prediction, , Final Report FHWA/NC/88-004, Center for Transportation Engineering Studies, North Carolina State University, Raleigh, North Carolina; Duncan, S.A., Johnston, D.W., (2002) Bridge Management System Update, , Final Report FHWA/NC/2005-06, Department of Civil Engineering, North Carolina State University, Raleigh, North Carolina; Frangopol, D.M., Kallen, M.-J., Noortwijk, J.M., Probabilistic models for life-cycle performance of deteriorating structures: Review and future directions (2004) Progress in Structural Engineering and Materials, 6, pp. 197-212; Golabi, K., Shepard, R., Pontis: A System for Maintenance Optimization and Improvement of US Bridge Networks (1997) Interfaces, 27 (1), pp. 71-88; Goyal, R., (2015) Development of a Survival Based Framework for Bridge Deterioration Modeling with Largescale Application to the North Carolina Bridge Management System, , PhD Dissertation, University of North Carolina at Charlotte, Charlotte, North Carolina; Goyal, R., Whelan, M., Cavalline, T., Characterizing the effect of external factors on deterioration rates of bridge components using multivariable proportional hazards regression (2016) Structure and Infrastructure Engineering, 13 (7), pp. 894-905; Hyman, W.A., Hughes, D.J., Computer Model for Life-Cycle Cost Analysis of Statewide Bridge Repair and Replacement Needs (1983) Transportation Research Record 899: Bridge Inspection and Rehabilitation, pp. 52-61; Madanat, S., Mishalani, R., Ibrahim, W.H.W., Estimation of Infrastructure Transition Probabilities from Condition Rating Data (1995) Journal of Infrastructure Systems, 1 (2), pp. 120-125; Mauch, M., Madanat, S., Semiparametric Hazard Rate Models of Reinforced Concrete Bridge Deck Deterioration (2001) Journal of Infrastructure Systems, 7 (2), pp. 49-57; Mishalani, R.G., Madanat, S.M., Computation of Infrastructure Transition Probabilities Using Stochastic Duration Models (2002) Journal of Infrastructure Systems, 8 (4), pp. 139-148; Sobanjo, J.O., State Transition Probabilities in Bridge Deterioration based on Weibull Sojourn Times. Structure and Infrastructure Engineering: Maintenance, Management (2011) Life-Cycle Design and Performance, 7 (10), pp. 747-764; Veshosky, D., Beidleman, C.R., Buetow, G.W., Demir, M., Comparative Analysis of Bridge Superstructure Deterioration (1994) Journal of Structural Engineering, 120 (7), pp. 2123-2136; West, H.H., McClure, R.M., Gannon, E.J., Riad, H.L., Silverling, B.E., (1989) A Nonlinear Deterioration Model for the Estimation of Bridge Design Life, , Final Report FHWA-PA-89-016+86-07, The Pennsylvania Transportation Institute, The Pennsylvania State University, Pennsylvania",,"Powers N.Frangopol D.M.Al-Mahaidi R.Caprani C.","et al.;IABMAS, International Association for Bridge Maintenance and Safety;Monash University;RMIT University;Swinburne University of Technology;VicRoads","CRC Press/Balkema","9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018","9 July 2018 through 13 July 2018",,226219,,9781138730458,,,"English","Maint., Saf., Risk, Manag. Life-Cycle Perform. Bridges - Proc. Int. Conf. Bridge Maint., Saf. Manag.",Conference Paper,"Final","",Scopus,2-s2.0-85067038049
"Wu W.Q., Zhang H., Tang Z.X.","56070825900;57864537800;55536612700;","Research on transverse mechanical property of widened box girder bridge",2018,"Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018",,,,"2499","2506",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85066993947&partnerID=40&md5=dfe484835315c3c9d60e5606b587c82c","School of Transportation, South East Univ, Nanjing, China; China Design Group Co Ltd, Nanjing, China","Wu, W.Q., School of Transportation, South East Univ, Nanjing, China; Zhang, H., School of Transportation, South East Univ, Nanjing, China; Tang, Z.X., China Design Group Co Ltd, Nanjing, China","In order to investigate the possible structural diseases brought to the deck of the existing prestressed concrete box girder bridge, the stress state of the existing box girder before and after widening were analyzed using finite element method in this paper. The possible structural diseases and their mechanisms that were brought to the upper plate and flange plate of the existing box girder were studied. The main parameters considered include the shrinkage and creep effect of the new concrete bridge, the uneven settlement difference between the old and the new box girder, the temperature gradient and the vehicle live load on the whole widened box bridge. Results showed that the inner flange of the old box girder were generally in the state of large tensile stress, the main reason for which was the shrinkage and creep effect difference and the uneven settlement difference of the new and old bridge. And the tensile stress was larger than tensile strength of C50 concrete, which would most likely cause crack in the deck plate of box girder. Hence, reinforcement measures are needed to be designed carefully. Meanwhile, the transverse deformation of structure had exceeded the distance between the anti-seismic block and the web of box girder at the end cross section, which would most likely squeeze anti-seismic block. Therefore, it is necessary to limit the length of continuous bridge that needs a widening work. © 2018 Taylor & Francis Group, London.",,"Bridge decks; Concrete beams and girders; Concrete bridges; Creep; Flanges; High performance concrete; Life cycle; Maintenance; Plates (structural components); Prestressed concrete; Safety engineering; Seismology; Shrinkage; Steel bridges; Tensile strength; Tensile stress; Continuous bridges; End-cross-section; Main parameters; Prestressed concrete box girder; Reinforcement measures; Shrinkage and creep; Transverse deformation; Transverse mechanical properties; Box girder bridges",,,,,,,,,,,,,,,,"Choi, Y.C., Oh, B.H., Transverse modelling of concrete box girder bridges for prediction of deck slab ultimate load capacity (2013) ASCE Journal of Bridge Engineering, 18 (12), pp. 1373-1382; Han, C.Q., Feng, J., Lu, Z.T., Method of creep stress reduction coefficient for thermal stress analysis of largearea concrete beam-slab structures (2003) Engineering Mechanics, 20 (1), pp. 7-14; Jing, H.W., Wen, Q.J., Numerical simulation of creep and shrinkage in widened concrete bridges (2014) Magazine of Concrete Research, 66 (13), pp. 661-673; (2015) General Code for Design of Highway Bridges and Culverts, , Beijing: China Communications Press; Lu, S.Q., Tang, M., Xu, X., Effect of splicing on mechanical properties of PC continuous rigid frame bridge (2013) Journal of Railway Science and Engineering, 10 (6), pp. 33-39; Mohseni, I., Rashid, A.K., Transverse load distribution of skew cast-in-place concrete multi cell box girder bridges subjected to traffic condition (2013) Latin American Journal of Solids & Structures, 10 (2), pp. 247-262; Nie, J.G., Wang, H.B., Zhang, T.S., Experimental study on flexural reinforcement of permeable polymer mortar (2005) Journal of Building Structures, (2), pp. 1-9; Ru, Y., Liu, Q.W., Research on the mechanical properties of bridge widening connection section of concrete continuous box girder due to the effect of shrinkage and creep (2016) Journal of China & Foreign Highway, (2), pp. 196-200; Shushkewich, K.W., Design of prestressed concrete bridges to accommodate future widening (2005) PCI Journal, 50 (3), pp. 74-89; Shi, X., Li, X., Ruan, X., Analysis of structural behavior in widened concrete box girder bridges (2008) Structural Engineering International, 18 (4), pp. 351-355; Wollmann, G.P., Erson, R.B., Roberts-Wollmann, C.L., Creep and shrinkage effects in spliced prestressed concrete girder bridges (2003) PCI Journal, 48 (6), pp. 92-105; Wen, Q.J., Ye, J.S., Analysis of shrinkage and creep effect on transverse stitching of old and new reinforced concrete beams (2006) Journal of Southeast University (Natural Science Edition), 36 (4), pp. 596-600; Wu, W.Q., Ye, J.S., Ju, J.Y., Present situation and scheme analysis of bridge widening in expressway extension (2007) Journal of China & Foreign Highway, 27 (6), pp. 100-104; Wu, W.Q., Ye, J.S., Hua, B., (2008) Study on Key Technology of Bridge Expansion in Shanghai-Nanjing Highway, , Proceedings of the National Symposium on Reinforcement, Renovation and Evaluation of Bridges; Wang, X.P., (2011) Study on the Common Defects and Reinforcement Technique of the Widened Prefabricated Bridge, , Chang’an University. Xi’an. China; Wen, Q.J., Zhu, Y.X., Wang, D.Q., Study of additional forces induced by differential settlement of widened box girder bridges (2011) Journal of China University of Mining and Technology, 40 (3), pp. 351-356; Zhao, Y., Zhang, K., Load carrying capacity of broadened existing bridge (2004) Journal of Chang’an University (Natural Science Edition), 23 (1), pp. 51-53; Zhang, L.F., Guo, T., Wu, W.Q., Analysis of the influence of connecting method on old bridge performance in widening bridge (2006) Journal of Highway and Transportation Research and Development, 23 (2), pp. 102-104; Zaid, A., Collings, D., Transverse assessment of a concrete box girder bridge (2017) Proceedings of the Institution of Civil Engineers-Bridge Engineering, 170 (1), pp. 14-27",,"Powers N.Frangopol D.M.Al-Mahaidi R.Caprani C.","et al.;IABMAS, International Association for Bridge Maintenance and Safety;Monash University;RMIT University;Swinburne University of Technology;VicRoads","CRC Press/Balkema","9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018","9 July 2018 through 13 July 2018",,226219,,9781138730458,,,"English","Maint., Saf., Risk, Manag. Life-Cycle Perform. Bridges - Proc. Int. Conf. Bridge Maint., Saf. Manag.",Conference Paper,"Final","",Scopus,2-s2.0-85066993947
"Wall C.","7102194653;","William Arrol and peter Lind: Demolition, construction and workmanship on London’s waterloo bridges (1934–46)",2018,"Building Knowledge, Constructing Histories","2",,,"1347","1354",,,"10.1201/9780429506208-170","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061549076&doi=10.1201%2f9780429506208-170&partnerID=40&md5=54a303d6430fcd291a0c5b88fb124865","University of Westminster, London, United Kingdom","Wall, C., University of Westminster, London, United Kingdom","In 1924 when serious settlement to the piers of John Rennie’s Waterloo Bridge rendered it unsafe for traffic William Arrol and Company erected a temporary steel bridge. The company was later tasked with demolition of the old bridge in 1934, the process revealing high levels of workmanship in its construction. The New Waterloo Bridge, 1937–45, engineered by Rendel, Palmer and Tritton, designed in collaboration with Giles Gilbert Scott and in association with London County Council engineers was built by contractor Peter Lind. The result was a modern, functional, concrete bridge but which required precise and skilled work to the steel reinforcement. This paper, using documentary and photographic evidence from a number of archives, together with personal testimonies, considers the changing labour force, from demolition of the old bridge and as the new bridge progressed. Questions of skill and labour, conditions of work, and workmanship are examined in the context of both war and peacetime. © 2018 6ICCH, Brussels, Belgium.","1930–50; Bridge; Labour; UK; Workmanship","Demolition; Labour; Labour force; Steel reinforcements; Tritton; Workmanship; Bridges",,,,,,,,,,,,,,,,"Alderman, P., Prior, F., Temporary works and constructional devices used in connexion with the construction of the New Waterloo Bridge. Works construction division (1947) The Institution of Civil Engineers Engineering Division Papers, 5 (15), pp. 3-40; Astin, D., Waterloo Bridge–structural behaviour and strength (2016) Proceedings of the Institution of Civil Engineers-Bridge Engineering, 170 (1), pp. 54-64. , Thomas Telford Ltd; Best, A., The Battle of Waterloo Bridge (1943) The Geographical Magazine, 1 (3), pp. 534-547. , March; Buckton, E.J., Fereday, H.J., The Demolition of Waterloo Bridge (1936) Journal of the Institution of Civil Engineers, 3 (8), pp. 472-498; Clarke, L., Wall, C., A womans place is where she wants to work: Barriers to the retention of women in the building industry after the Second World War’ (2009) Scottish Labour History, 44, pp. 16-39; Clarke, L., Wall, C., (2010) Skilled versus Qualified Labour: The Exclusion of Women from The Construction Industry, , in Gender and Class Revisited, ed. Mary Davis, Merlin Press; Delafons, J., (1997) Politics and Preservation: A Policy History of the Built Heritage, 1882−1996, 22. , Taylor & Francis; Donoughue, B., Jones, G.W., (1973), Herbert Morrison: portrait of a politician Wiedenfeld and Nicholson, London; Gardiner, J., (2010) The Blitz: The British under Attack, , HarperCollins; (1938), 1, p. 68. , Institute of Welding Quarterly Transactions, Institute of Welding Archives; Johnston, R., McIvor, A.J., (2000) Lethal Work: A History of the Asbestos Tragedy in Scotland, , John Donald, Edinburgh; (1936), Report of Experiments on Welding (by Electric-Arc Process) of Mild Steel Bars for Reinforced Concrete, Rendell, Palmer and Tritton, Institute of Welding Archives; (1945), LCC/CL/ Hig/2/66 Labour claim to LCC by Peter Lind and Company Ltd., 5th November; McKean, C., Battle for the North: The Tay and Forth bridges and the 19th-century railway wars (2006) Granta Books, p. 243; Murphy, H., From the crinoline to the boilersuit: Women workers in British shipbuilding during the Second World War.” (1999) Contemporary British History, 13 (4), pp. 82-104; Nasmyth, J., (2010), p. 164. , James Nasmyth, Engineer: An Autobiography. Cambridge University Press; Leader, N.B., (1938) Waterloo Bridge Won for Steelbenders and Trade Unionism, 41, p. 3. , TUC Library Collections; Nicoletti, L.J., (2004) Downward Mobility: Victorian Women, p. 2. , Suicide, and London’s ‘Bridge of Sighs.’ Literary London: Interdisciplinary Studies in the Representation of London; Purvis, S.R., (1913), Sir William Arrol: A Memoir; Ruddock, T., John Rennie and Waterloo Bridge, London, UK (2011) Proceedings of the Institution of Civil Engineers-Engineering History and Heritage, 164 (3), pp. 155-162; Saint, A., (2007) Architect and Engineer: A Study in Sibling Rivalry, , Yale University Press; Symes, G., (1955), Concrete Achievements: A Survey of Work Completed By Peter Lind & Co. Ltd to Commemorate Their Fortieth Anniversary, Newman Neame; (1937), July, v9 44 Editorial p2, Institute of Welding Archives","Wall, C.; University of WestminsterUnited Kingdom","Wouters I.Van de Voorde S.Bertels I.Espion B.De Jonge K.Zastavni D.",,"CRC Press/Balkema","6th International Congress on Construction History, 6ICCH 2018","9 July 2018 through 13 July 2018",,220669,,9781138584143,,,"English","Build. Knowl., Construct. Hist. - Proc. Int. Congr. Construct. Hist.",Conference Paper,"Final","All Open Access, Green",Scopus,2-s2.0-85061549076
"Tektas E., İlerisoy Z.Y., Tuna M.E.","57205473193;55599636100;46861575700;","Assesment of historical kars stone bridge in terms of sustainability of historical heritage",2018,"Lecture Notes in Civil Engineering","7",,,"291","305",,,"10.1007/978-3-319-64349-6_23","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060157611&doi=10.1007%2f978-3-319-64349-6_23&partnerID=40&md5=dca12ca646b5f42a5d2b8046aeac22a6","Faculty of Architecture, Department of Architecture, Gazi University, Ankara, Turkey","Tektas, E., Faculty of Architecture, Department of Architecture, Gazi University, Ankara, Turkey; İlerisoy, Z.Y., Faculty of Architecture, Department of Architecture, Gazi University, Ankara, Turkey; Tuna, M.E., Faculty of Architecture, Department of Architecture, Gazi University, Ankara, Turkey","Due to its geographical location, Anatolian lands which was home to many various civilizations in centuries, when examined in terms of Turkish history, includes many historical structures in the term from ancient ages until our day. Protecting historical structures is an inevitable input in terms of; continuity of functionality; development of the society and cities and improvement. Besides housing which is the most basic need, bridges connecting the two sides of lands in order to provide transportation and communication requirements, have an important place in terms of cultural heritage. While most bridges in Anatolia managed to stay alive over time, most of the took severed damages and even came to the point of destruction due to intense natural hazards like earthquakes, floods, wars and many other more external factors. Everyone is responsible for ensuring the protection, livelihood and sustainability of these structures, which are common to all people. The sustainability concept exploring the harmony/ balance between the preservation and use of historical and cultural assets was discussed in Taşköprü (Karahanoğlu Bridge), which connects the northern side to the south side in the center of Kars. The arched stone bridge belonging to the Ottoman period is a rare cultural asset of the city. Within the scope of the study, the repairs, the interventions and the current situation of the historical stone bridge were examined. In order to ensure the preservation of the building and the continuity of its function, the evaluation of the historical touch around the bridge, the continuity of the surrounding green areas, and the transfer of the bridge to the future are emphasized. As a result, this work will be a source for both the building itself and other buildings with similar characteristics, contributing to the preservation of the historical heritage and its transfer to future generations. © Springer International Publishing AG, part of Springer Nature 2018.","Conservation; Historical buildings; Kars stone bridge; Sustainability; Sustainability kars stone bridge","Conservation; Sustainable development; Cultural heritages; Current situation; Future generations; Geographical locations; Historical buildings; Historical heritages; Historical structures; Stone bridges; Historic preservation",,,,,,,,,,,,,,,,"Yeşilbaş, E., (2007) Diyarbakır’da Su Mimarisi, , Yüksek Lisans Tezi, Selçuk Üniversitesi Sosyal Bilimler Enstitüsü, Sanat Tarihi Bilim Dalı, Konya; Atak, E., (2008) Erken Osmanlı Köprüler. Çanakkale on Sekiz Mart Üniversitesi Sosyal Bilimler Enstitüsü, , Sanat Tarihi Anabilim Dalı, Yüksek Lisans Tezi, Çanakkale; Ekinci, O., (2006) Kars Kitabı, , Anahtar Kitaplar, İstanbul; Bingöl, A., Kars Ve Çevresinde Demir Çağı Yerleşmeleri (2011) J Institute Soc Sci, 8, pp. 20-40; Terzi, S.G., (2013) Kars İli Tarihi Taş Köprüsü As-Built Raporu, , T.C. Ulaştırma Bakanlığı, Karayolları Genel Müdürlüğü, Ankara; Akçayöz, V., Öztürkkan, Y., (2010) Eski Yeni Fotoğraflarla Kars an Ilustrated Story, , Kars Kültür ve Sanat Derneği, Kars; Özkök, M.K., Azsöz, G., Erşan, Ş., (2015) Erken Ve Klasik Dönem (14.-17. Yy) Osmanlı Köprülerinin Tarihsel Gelişimlerinin Ve Yapım Tekniklerinin İncelenmesi: Edirne/ Uzunköprü Örneği, 3, , Köprüler Viyadükler Sempozyumu, İnşaat Mühendisleri Odası,BursaŞubesi, Mayıs; Cook, J., Özkeresteci, V., (2001) Ekolojinin Mimarisi. Domus M Dergisi, 10, pp. 53-57; Daily, G.C., Ehrlich, P.R., Socioeconomik equity, sustainability and earth’s carrying capacity (1996) Ecol Appl, 6 (4), pp. 991-1001; Beyhan, S.G., (2004) Kültürel Süreklilik Ve Çağdaş Gereksinmeler Bağlamında Sürdürülebilir Turizm Ve Kimlik Kavramsal Modeli: Pamukkale Modeli, , İstanbul Teknik Üniversitesi Fen Bilimleri Enstitüsü, Doktora Tezi, İstanbul; Özlüer, F., (2007) Sürdürülebilir Kalkınmanın Ekonomik Politigi [Elektronik Hali], , Mimarlar Odası Ankara Subesi Bülten 51, Dosya 05, Sürdürülebilirlik: Kent Ve Mimarlık; Tarihi Köprüler, T.C., (2009) Ulaştırma Bakanlığı, Karayolları Genel Müdürlüğü, , Köprüler Dairesi Başkanlığı, Tarihi Köprüler Şubesi, Müdürlüğü, Ankara; Baysan, O., (2003) Sürdürülebilirlik Kavramı Ve Mimarlıkta Tasarıma Yansıması, Yüksek Lisans Tezi, İ.T.Ü. Fen Bilimleri Enstitüsü, , İstanbul, s.11–18–19; Doğanay, H., Kars’ın Turizm Potansiyelinin değerlendirilmesi, , http://www.karskulturturizm.gov.tr/TR,54935/karsin-turizm-potansiyelinin-degerlendirilmesi.html, Last Accessed 14 Dec 2016; http://www.karskulturturizm.gov.tr/TR,54875/hamamlar.html, Last accessed 14 Dec 2016; Akçayöz, V., Öztürkkan, Y., (2010) Eski Yeni Fotoğraflarla Kars with Old and New Pictures, , Kars Kültür ve Sanat Derneği, Kars; Büyükoksal, T., (2012) Kentsel Korumanın Sürdürülebilirliğinin Olabilirliliği Üzerine Bir Yaklasım Önerisi Eskişehir Odunpazarı Örneği, Uzmanlık Tezi, , T.C. Kültür Ve Turizm Bakanlığı Kültür Varlıkları Ve Müzeler Genel Müdürlüğü, Ankara; Sey, Y., SÜRDÜRÜLEBİLİR KALKINMA/ “TARİHİ KÜLTÜREL MİRASIN KORUN-MASI”, , VİZYON 2023 ÖNGÖRÜ PANELLERİ; Göksal, T., Mimaride Sürdürülebilirlik Teknoloji İlişkisi: Güneş Pili uygulamaları (2003) Arredamento Mimarlık Dergisi, 154, pp. 76-79; Özcan, Z., Cultural heritage and urban sustainability: A case study from Central Anatolia, the sustainable City II (2002) Urban Regeneration and Sustainability, Sayfa, Segovia-Spain, pp. 377-386; Yenişehirlioğlu, F., (2002) Türkiyede Tarihi Kent Dokularının Korunması Ve Geleceğe Güvenle Taşınması Sempozyumu, , T.C Kültür Bakalığı Kültür ve Tabiat Varlıklarını Koruma Genel Müdürlüğü, Kemer, Antalya; Tanyeli, G., (2002) Türkiye Köprüleri, Türkler (Cilt 12)., , Yeni Türkiye Yayınları, Ankara","Tektas, E.; Faculty of Architecture, Turkey; email: eliftektas@gazi.edu.tr",,,"Springer",,,,,23662557,,,,"English","Lect. Notes Civ. Eng.",Book Chapter,"Final","",Scopus,2-s2.0-85060157611
"Rhodes S., Icke P., Lyons P.","56612949500;55315970500;57197505997;","Application of finite element methods to masonry bridges",2018,"IABSE Symposium, Nantes 2018: Tomorrow's Megastructures",,,,"S21-71","S21-78",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059386984&partnerID=40&md5=96f922653f69797f0cb01bf34b66cfb2","LUSAS, Kingston-Upon-Thames, United Kingdom","Rhodes, S., LUSAS, Kingston-Upon-Thames, United Kingdom; Icke, P., LUSAS, Kingston-Upon-Thames, United Kingdom; Lyons, P., LUSAS, Kingston-Upon-Thames, United Kingdom","Many of Europe's oldest bridges - now subjected to traffic unimaginable to the original constructors - are of masonry. Good management of these masonry bridges is demanding. A sustainable approach sees engineers drawing deeply on the available intellectual resources to avoid unnecessary work on the one hand, and unplanned closures on the other. Identifying which structures need strengthening - and planning suitable interventions - requires not merely an assessment of load-carrying capacity but moreover a thorough understanding of the structural behaviour of each bridge. This paper explores the application of finite element methods to masonry bridges. Options for idealisation are outlined and recommended; considering issues of soil-structure interaction, material parameters and nonlinearity. However, the emphasis is upon promoting an understanding of the structure itself. © 2018 International Conference on Wireless Communications, Signal Processing and Networking, WiSPNET. All rights reserved.","Brickwork & masonry; Bridges; Stress analysis","Bridges; Masonry bridges; Masonry materials; Soil structure interactions; Stress analysis; Application of finite elements; Idealisation; Intellectual resources; Material parameter; Structural behaviour; Finite element method",,,,,,,,,,,,,,,,"McKibbins, L.D., Melbourne, C., Sawar, N., Gaillard, C., (2006) Masonry Arch Bridges: Condition Appraisal and Remedial Treatment, , London: CIRIA Report C565; Rhodes, S., Icke, P., Analysis of existing masonry arch bridges using finite elements (2014) IABSE Symposium Report, IABSE Madrid Symposium: Engineering for Progress, Nature and People, pp. 558-565. , 8; (2011) UIC 778-3R, Recommendations for the Inspection, Assessment and Maintenance of Masonry Arch Bridges, , Union Internationale des Chemins de Fer. 2nd Edition. Paris: UIC; Gilbert, M., Smith, C.C., Hawksbee, S.J., Swift, G.M., Melbourne, C., Modelling soil-structure interaction in masonry arch bridges (2013) Proceedings of the 7th International Conference on Arch Bridges - Maintenance, Assessment and Repair, , Split:Trogir; Page, J., (1993) Masonry Arch Bridges, State-of-The-Art Review, , London: TRL; (2013) LUSAS Theory Manual, 1. , Kingston Upon Thames: LUSAS; (2007) Guideline for Load and Resistance Assessment of Existing European Railway Bridges - Advices on the Use of Advanced Methods, , www.sustainablebridges.net, Sweden: COWI; accessed 26/02/2018; Andersson, A., (2011) Capacity Assessment of Arch Bridges with Backfill - Case of the Old Årsta Railway Bridge, , Stockholm: KTH; Jefferson, A.D., Craft--a plastic-damage-contact model for concrete. I. Model theory and thermodynamic considerations (2003) International Journal of Solids and Structures, 40, pp. 5973-5999; Melbourne, C., Tomor, A.K., Wang, J., Cyclic load capacity and endurance limit of multi-ring masonry arches (2004) Proceedings of the 4th International Conference on Arch Bridges, pp. 375-385. , Barcelona; Wang, J., Heath, A., Walker, P., Transverse behaviour of masonry arch bridge - Investigation of spandrel wall failure (2013) Proceedings of the 7th International Conference on Arch Bridges - Maintenance, Assessment and Repair, , Split:Trogir; (2004) BS EN1997-1:2004 Eurocode 7: Geotechnical Design - Part 1: General Rules, , British Standards Institution. London:BSI; MacLeod, I.A., (2005) Modern Structural Analysis - Modelling Process and Guidance, , London: Thomas Telford","Rhodes, S.; LUSASUnited Kingdom; email: steve.rhodes@lusas.com",,"ALLPLAN;BENTLEY;et al.;FREYSSINET;MAURER;VINCI CONSTRUCTION","International Association for Bridge and Structural Engineering (IABSE)","40th IABSE Symposium in Nantes 2018: Tomorrow's Megastructures","19 September 2018 through 21 September 2018",,142833,,9783857481611,,,"English","IABSE Symp., Nantes: Tomorrow's Megastruct.",Conference Paper,"Final","",Scopus,2-s2.0-85059386984
"Rosenblad B.L., Menq F.","7801352254;7801417530;","Continuous wavelet transform method applied to sonic echo measurements of unknown bridge foundations",2018,"Geotechnical Special Publication","2018-March","GSP 294",,"589","598",,,"10.1061/9780784481578.055","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048856770&doi=10.1061%2f9780784481578.055&partnerID=40&md5=13c043cdb6b79dcea11a36a496e1dca8","Dept. of Civil and Environmental Engineering, Univ. of Missouri, Columbia, MO  65211, United States; Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX  78712, United States","Rosenblad, B.L., Dept. of Civil and Environmental Engineering, Univ. of Missouri, Columbia, MO  65211, United States; Menq, F., Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX  78712, United States","Foundation reuse for bridge replacement projects is an attractive and economical option in many cases but also presents significant challenges. One of these challenges is the need to characterize the length and condition of existing bridge foundation elements. Geophysical and non-destructive evaluation measurements play a critical role in this aspect of bridge foundation reuse. The focus of this paper is on the use of the continuous wavelet transform (CWT) approach for interpreting sonic echo (SE) measurements. Measurements were performed on concrete piles from a 50-year old bridge that is being replaced. The SE data were collected and interpreted using conventional time domain arrival picks and the CWT method, using both amplitude and phase information. After testing, the piles were exhumed and ground truth measurements of length, condition, and seismic velocity were performed. The results from the CWT yielded consistent results with conventional methods. In some cases, the CWT allowed for interpretation that could not be made using conventional methods. © ASCE.",,"Electric measuring bridges; Foundations; Nondestructive examination; Piles; Time domain analysis; Bridge foundation; Bridge replacement; Continuous Wavelet Transform; Continuous wavelet transforms; Conventional methods; Non destructive evaluation; Phase information; Seismic velocities; Wavelet transforms",,,,,"University of Missouri, MU; Missouri Department of Transportation, MoDOT","This work was supported by funding from the Missouri Department of Transportation. The author is gratefully to Ensoft, Inc for use of their software. Field data collection was assisted by Mohammed Khan, Levi Good, and Andy Boeckmann from the University of Missouri.",,,,,,,,,,"(2016) ASTM D5882-16, Standard Test Method for Low Strain Impact Integrity Testing of Deep Foundations, , ASTM International, West Conshohocken, PA, 2014; Boeckmann, A.Z., Loehr, J.E., (2017) NCHRP Synthesis 505: Current Practices and Guidelines for the Reuse of Bridge Foundations Transportation Research Board, , National Research Council, Washington, D.C., 2017; Bogiatzis, P., Ishii, M., Continuous wavelet decomposition algorithms for automatic detection of compressional- and shear-wave arrival times (2015) Bull. Seismol. Soc. Am., 105 (3), pp. 1628-1641; Menq, F., Wang, S.T., Isenhower, W., Applications of the continuous wavelet transform method in crosshole sonic logging test (2017) Proc. GeoFrontiers 2017, pp. 174-183. , ASCE, GSP 279",,"Stuedlein A.W.Lemnitzer A.Suleiman M.T.","Deep Foundations Institute;International Association of Foundation Drilling;Pile Driving Contractors Association;The Geo-Institute (G-I) of the American Society of Civil Engineers (ASCE)","American Society of Civil Engineers (ASCE)","3rd International Foundations Congress and Equipment Expo 2018: Installation, Testing, and Analysis of Deep Foundations, IFCEE 2018","5 March 2018 through 10 March 2018",,136970,08950563,,GSPUE,,"English","Geotech Spec Publ",Conference Paper,"Final","",Scopus,2-s2.0-85048856770
"Du Q., Yu B., Zan L.","57202066284;57202066491;6701521564;","Xinjiang: The tensions between heritage, landscape conservation, and social impacts in a harsh climate",2018,"Heritage Sites in Contemporary China: Cultural Policies and Management Practices",,,,"172","193",,,"10.4324/9781315166520","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047026071&doi=10.4324%2f9781315166520&partnerID=40&md5=4191b45efc178f5f7b748f4bfb09526a","Institute for Heritage Studies, CACH, Beijing, China; University of Bologna, Italy; Carnegie Mellon University, United States; Central Academy of Fine Arts, Beijing, China","Du, Q.; Yu, B., Institute for Heritage Studies, CACH, Beijing, China; Zan, L., University of Bologna, Italy, Carnegie Mellon University, United States, Central Academy of Fine Arts, Beijing, China","Xinjiang (officially Xinjiang Uyghur Autonomous Region) is located in north-west China, bordering the countries of Mongolia, Russia, Kazakhstan, Kyrgyzstan, Tajikistan, Afghanistan, Pakistan, and India. Historically Xinjiang was known as Xiyu, meaning “western region”. It was a strategic site for the Chinese emperors to deal with occidental territories, as well as an important pass of the Silk Road that bridged East and West. It is a place of multicultural confluence and integration, with rich cultural heritage. © 2018 Luca Zan, Bing Yu, Jianli Yu, and Haiming Yan.",,,,,,,,,,,,,,,,,,,,,,"Taylor and Francis",,,,,,9781351680240; 9781138054622,,,"English","Herit. Sites in Contemporary China: Cultural Policies and Management Practices",Book Chapter,"Final","",Scopus,2-s2.0-85047026071
"Brunold U., Joss B.","57200194863;57200192684;","Oakland Bay Bridge - Demolishing of 504' spans [Oakland Bay Bridge – Rückbau der 504″-Brückenfelder]",2018,"Bautechnik","95","1",,"27","33",,,"10.1002/bate.201700095","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040108243&doi=10.1002%2fbate.201700095&partnerID=40&md5=a095d234c28f604c107ad3fa68020443","Hebetec Engineering AG, Sagi 1, Hindelbank, 3324, Switzerland","Brunold, U., Hebetec Engineering AG, Sagi 1, Hindelbank, 3324, Switzerland; Joss, B., Hebetec Engineering AG, Sagi 1, Hindelbank, 3324, Switzerland","Oakland Bay Bridge – demolishing of 504' spans. The 3.4 km long eastern part of the 1936 opened bridge between San Francisco and Oakland was, after several years construction phase, in 2013 replaced by a new state of the art built bridge. Subsequently the three main sections of the historic bridge construction were released for deconstruction. For the demolition of the five 504″ (154 m) long and approx. 1 680 metric tons weighing spans strand jack technique was applied. The spans were lowered down from their origin position to barges within five lowering cycles. By the barges the spans were then shipped into harbour area were the structures were stripped down and from where the steel was brought into a recycling chain. Factors like the rigid riveted span structure, anchoring of reaction loads under adverse space conditions, working above open water, restricted erection appliances, time schedules, weather conditions etc. did determine execution and work schedules. For the lowering of the bridge spans a computer controlled strand jack system was applied, which was installed at the four main support points of the respective span to lower. Concurrently, additional strand jacks were used for the necessary tie back bracing. To simplify the installation for the next lowering cycle the strand jacks together with a device to roll the strand bundles up and off were fixed on to a removable platform. The applied technique was conducive to reduce the originally scheduled time frame from 14 down to eight months' time. Copyright © 2018 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin.","bridge construction; Bridge engineering; deconstruction demolishing; heavy lifting; heavy load; strand jack; structures",,,,,,,,,,,,,,,,,"Middlebrook, R.F., Mladjou, R.V., The San Francisco – Oakland Bay Bridge (2014) Structure Magazine, 2",,,,"Wiley-VCH Verlag",,,,,09328351,,BAUTE,,"English; German","Bautechnik",Article,"Final","",Scopus,2-s2.0-85040108243
"Ichinose L.H., Koyama M., Sakano M.","55315425400;57195420171;7005770039;","Effectiveness of fatigue retrofits to transverse beam and sway bracing connections in steel bridges",2017,"Steel Construction","10","3",,"207","215",,,"10.1002/stco.201710033","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85038010949&doi=10.1002%2fstco.201710033&partnerID=40&md5=af6eb1403534de6db514a5df84c6a58d","Japanese Association for Non-destructive Testing Industry, Japan; Kinki Regional Development Bureau, Ministry of Land, Infrastructure Transport & Tourism, Japan; Department of Civil, Environmental & Applied System Engineering, Kansai University, Japan","Ichinose, L.H., Japanese Association for Non-destructive Testing Industry, Japan; Koyama, M., Kinki Regional Development Bureau, Ministry of Land, Infrastructure Transport & Tourism, Japan; Sakano, M., Department of Civil, Environmental & Applied System Engineering, Kansai University, Japan","A great number of fatigue cracks have been found in the welded joints at the top end of web gap plates in the transverse beam connection, at the top end of vertical stiffeners in the sway bracing connection, and at the web penetrations with the transverse beam bottom flange. The present paper is a report on the verification of the effectiveness of 3 new types of retrofit methods proposed against those fatigue crackings. Stress measurements were carried out before and after retrofit works in a 45 years old bridge located in one of the heaviest traffic routes in Japan. As a result, fatigue life was considerably improved after the retrofit works, except for the case of vertical stiffener upper end retrofitted by the jack-up method. Fatigue life was improved to more than a several times by the TRS method for the vertical stiffener upper end and web gap, and to more than tens of times at the girder web slot area after retrofitting. Copyright © 2017 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin","fatigue retrofit; stress measurement; transverse beam; vertical stiffener","Cracks; Retrofitting; Steel bridges; Stress measurement; Welding; Bracing connections; Fatigue cracking; Fatigue cracks; Gap plates; Traffic routes; Transverse beams; Upper-end; Vertical stiffeners; Fatigue of materials",,,,,,,,,,,,,,,,"(2005) Fatigue measures in steel bridges of Hanshin Expressway, , Hanshin Expressway Technology Centre, July, (in Japanese); Morino, M., Fukunaga, T., Sakano, M., A proposal of fatigue damage counter-measure for vertical stiffener upper end of plate girder bridges (2010) Proc. of Annual Japan Society for Steel Structure, 18, pp. 519-524. , Nov, (in Japanese); Yoshida, N., Sakano, M., Konishi, H., Fujii, T., (2015) A study on the effectiveness of fatigue damage preventive measure at slots for main girder web to transverse beam flange connections. Proc. of 70th Annual Meeting of Japanese Society of Civil Engineering, CS4-006, pp. 11-12. , Sept, (in Japanese); Yoshida, N., Sakano, M., Konishi, H., Koyama, M., (2016) Preventive measure for slots for main girder web to transverse beam flange connections by weld removal. Proc. of 71st Annual Meeting of Japanese Society of Civil Engineering, CS6-002, pp. 11-12. , Sept, (in Japanese); Sakano, M., (2016) Research project on rationalization of fatigue crack inspection in steel bridges (Part 2). Proc. of 71st Annual Meeting of Japanese Society of Civil Engineering, CS6-001, pp. 11-12. , Sept, (in Japanese); Ichinose, L.H., Mizue, M., Sakano, M., Study on rationalization of fatigue cracks inspections in steel bridges through application of eddy current tests (2014) Proc. of Annual Japan Society for Steel Structure, 21, pp. 825-832. , Nov, (in Japanese); Sakamoto, C., Okada, Y., Sakano, M., Konishi, H., Koyama, M., (2016) An experimental study on fatigue measure effectiveness for sway bracing connections to vertical stiffeners upper end. Proc. of 71st Annual Meeting of Japanese Society of Civil Engineering, CS6-004, pp. 11-12. , Sept, (in Japanese); Tanabe, A., Matsumoto, R., Koyama, M., Sakano, M., (2016) Analytical evaluation of stress reduction effects due to fatigue preventive measures at main girder to transverse beam or to sway bracing connections. Proc. of 71st Annual Meeting of Japanese Society of Civil Engineering, CS6-005, pp. 11-12. , Sept, (in Japanese); (2002) Fatigue design guideline for steel highway bridges, , Japan Road Association, (in Japanese)","Ichinose, L.H.; Japanese Association for Non-destructive Testing IndustryJapan; email: L-Ichinose@jit-osaka.co.jp",,,"Wiley-Blackwell",,,,,18670520,,,,"English","Steel Constr.",Article,"Final","",Scopus,2-s2.0-85038010949
"Stelzer B., Dorrer G.","39262471800;22949851900;","Demolition and reconstruction of the öBB Ennsbrücke in Ardning, Austria [Abbruch und Neubau der öBB-Ennsbrücke Ardning]",2017,"Stahlbau","86","5",,"408","415",,,"10.1002/stab.201710489","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018751460&doi=10.1002%2fstab.201710489&partnerID=40&md5=2669c02094ac890c5d1b1939cb29fc32","MCE GmbH, Lunzerstraße 63, Linz, A-4031, Austria","Stelzer, B., MCE GmbH, Lunzerstraße 63, Linz, A-4031, Austria; Dorrer, G., MCE GmbH, Lunzerstraße 63, Linz, A-4031, Austria","Demolition and reconstruction of the &#214;BB Ennsbr&#252;cke in Ardning, Austria. The demolition and reconstruction of the &#214;BB Ennsbr&#252;cke in Ardning, Styria, along the railway line Linz–Selzthal at km 101,121 is carried out during a shutdown of the Bosruck Tunnel. This shutdown allows the dismantling of the old bridge erected in 1905. The new bridge is designed to meet the new impacts of upcoming traffic loads and improves the comfort for the travelers due to the new road bed. Both the planned construction in the final bridge position and the tight time frames cause major challenges for all parties involved. Due to these constraints a design process is initiated to come up with an alternative erection method. Copyright © 2017 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin",,"Demolition; Austria; Design process; Railway line; Time frame; Traffic loads; Bridges",,,,,,,,,,,,,,,,"",,,,"Wiley Blackwell",,,,,00389145,,STAHA,,"English; German","Stahlbau",Article,"Final","",Scopus,2-s2.0-85018751460
"Stabile T.","21740018300;","Tech helps bridge span river and next century",2017,"ENR (Engineering News-Record)","278","9",,"NY48","NY52",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018993095&partnerID=40&md5=38afbcd71cc671604c44b725a9172221",,"Stabile, T.","The Tappan Zee Bridge with sensors, gauges, monitors, big data reporting tools and more aims for smooth operation and a long life. Tappan Zee Constructors, the design-build team on the project that is anchored by Fluor Corp., American Bridge, Traylor Bros. and Granite Construction, has already installed more than 450 sensors, gauges and monitoring units on the new bridge, which is set to take all traffic from the old bridge on its northern span later this year, with both spans fully open in 2018. By contrast, the new bridge will have eight traffic lanes, another four for breakdowns and emergencies, bicycle and walking paths and future capacity to handle a mass transit crossing. And it also will be one of the most high-tech bridges in the U.S. because of its ability to monitor structural health, real-time traffic conditions and extreme loads from hurricanes or earthquakes. Sensors on the cables will test for the tension in each strand and impacts from climate changes. Corrosion monitors will look for effects on material quality and composition in steel and rebar sections. Yet others will monitor wind speed and direction, air temperature and weather conditions as well as traffic volume and speed. The post-installed group includes inclinometers measuring lateral movement of the structure, accelerometers on the stay cables and sensors measuring the health of bearings. The team has deployed sensors in representative locations throughout the bridge, which required planning as early as the shop drawing stage to ensure that materials and structural elements could accommodate the equipment. The monitors will all feed into “data acquisitioning units” installed on the bridge that also are hard-wired in most cases via fiber or copper lines to transmit out to the Thruway Authority's operations systems.",,"Big data; Cables; Climate change; Gages; Wind; Corrosion monitor; Granite constructions; Lateral movement; Material quality; Real-time traffic conditions; Structural elements; Structural health; Wind speed and directions; Bridges",,,,,,,,,,,,,,,,,,,,"McGraw-Hill Companies",,,,,08919526,,ENRRE,,"English","ENR",Article,"Final","",Scopus,2-s2.0-85018993095
"Kim Y.J., Lee H.Y., Chung W., Kang J.-Y., Park J.-S., Jung W.-T.","14628778200;56482371600;55249621500;56094902000;56346224800;37009902300;","Post-tensioned NSM CFRP for upgrading concrete bridges: Modeling, testing, and field application",2017,"American Concrete Institute, ACI Special Publication","2017-October","SP 327",,"43","59",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85071948482&partnerID=40&md5=badc04ae04b2bca6384e5fae76b0ebd0","Department of Civil Engineering, University of Colorado Denver, Denver, CO, United States; Department of Civil Engineering, Kyung Hee University, South Korea; Structural Engineering Research Division, SOC Research Institute, Korea Institute of Civil Engineering and Building Technology, South Korea","Kim, Y.J., Department of Civil Engineering, University of Colorado Denver, Denver, CO, United States; Lee, H.Y., Department of Civil Engineering, Kyung Hee University, South Korea; Chung, W., Structural Engineering Research Division, SOC Research Institute, Korea Institute of Civil Engineering and Building Technology, South Korea; Kang, J.-Y., Structural Engineering Research Division, SOC Research Institute, Korea Institute of Civil Engineering and Building Technology, South Korea; Park, J.-S., Structural Engineering Research Division, SOC Research Institute, Korea Institute of Civil Engineering and Building Technology, South Korea; Jung, W.-T., Structural Engineering Research Division, SOC Research Institute, Korea Institute of Civil Engineering and Building Technology, South Korea","This paper presents an on-going research program to develop an effective strengthening method using post-tensioned near-surface-mounted (NSM) carbon fiber reinforced polymer (CFPP) composites for constructed bridges girders. Various technical aspects associated with strengthened girders are examined through computational modeling, laboratory experiments (small- and full-scale tests), and a field project that is the world's first site application of post-tensioned NSM CFRP. The flexural behavior of the bridge girders is improved by strengthening (that is, cracking, yield, and ultimate loads, as well as serviceability) relative to unstrengthened control girders, and the post-tensioned NSM CFRP should cover at least 60% of the girder length. The influence of CFRP post-tensioning on the girder concrete adjacent to the anchorage exponentially decays and becomes negligible beyond a distance of 800 mm (31 in.), irrespective of girder size. The presence of initial damage in the girder does not affect the efficiency of the strengthening system until failure occurs. The site application is dedicated to upgrading the design live load capacity of a 56-year old bridge in South Korea from 318 kN (72 kips) to 424 kN (95 kips). Step-by-step procedures are detailed for the technology transfer. Long-term performance monitoring for this upgraded bridge is underway and corresponding results will be reported when sufficient data are available. © 2017 American Concrete Institute. All rights reserved.",,"Bridges; Carbon fiber reinforced plastics; Concrete testing; Reinforced concrete; Reinforcement; Technology transfer; Carbon fiber reinforced polymer; Exponentially decays; Laboratory experiments; Long term performance; Near surface mounted; Step by step procedure; Strengthening methods; Strengthening systems; Beams and girders",,,,,,,,,,,,,,,,"Neale, K.W., FRPs for structural rehabilitation: A survey of recent progress (2000) Progress in Structural Engineering and Materials, 2, pp. 133-138. , John Wiley & Sons; Bakis, C.E., Bank, L.C., Brown, V.L., Cosenza, E., Davalos, J.F., Lesko, J.J., Machida, A., Triantafillou, T.C., Fiber-reinforced polymer composites for construction: State-of-the-art review (2002) Journal of Composites for Construction, 6 (2), pp. 73-87; (2008) Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI440.2R-08), , ACI. American Concrete Institute, Farmington Hills, MI; (2012) Guide Specifications for Design of Bonded FRP Systems for Repair and Strengthening of Concrete Bridge Elements, , AASHTO. 1st edition), American Association of State Highway Transportation Officials, Washington, D.C; (2017) Design and Construction of Building Structures with Fibre-Reinforced Polymers, , CSA. Canadian Standard Associations, Toronto, ON, Canada; Wight, R.G., Green, M.F., Erki, M.-A., Prestressed FRP sheets for poststrengthening reinforced concrete beams (2001) Journal of Composites for Construction, 5 (4), pp. 214-220; El-Hacha, R., Soudki, K., Prestressed near-surface mounted fibre reinforced polymer reinforcement for concrete structures- A review (2013) Canadian Journal of Civil Engineering, 40, pp. 1127-1139; Lee, D., Cheng, L., Assessing the strengthening effect of various near-surface-mounted FRP reinforcements on concrete bridge slab overhangs (2011) Journal of Composites for Construction, 15 (4), pp. 615-624; Oudah, F., El-Hacha, R., Fatigue behavior of RC beams strengthened with prestressed NSM CFRP rods (2012) Composite Structures, 94, pp. 1333-1342; Peng, H., Zhang, J., Cai, C.S., Liu, Y., An experimental study on reinforced concrete beams strengthened with prestressed near surface mounted CFRP strips (2014) Engineering Structures, 79, pp. 222-233; Rezazadeh, M., Ramezansefat, H., Barros, J., NSM CFRP prestressing techniques with strengthening potential for simultaneously enhancing load capacity and ductility performance (2016) Journal of Composites for Construction, 20 (5), p. 04016029; Kim, Y.J., Kang, J.-Y., Park, J.-S., Post-tensioned NSM CFRP strips for strengthening PC beams: A numerical investigation (2015) Engineering Structures, 105, pp. 37-47; (2001) Standard Drawing of Highway Bridges, , KHC. Seongnam-si (Gyeonggi-do, Korea): Korea Highway Corporation; Lee, H.Y., Jung, W.T., Chung, W., Flexural strengthening of reinforced concrete beams with prestressed near surface mounted CFRP systems (2017) Composite Structures, 163, pp. 1-12; Jung, W.-T., Keum, M.-S., Park, J.-S., Kang, J.-Y., Park, Y.-H., Chung, W., Kim, Y.J., Composite strengthening of a bridge (2017) Concrete International, 39 (5), pp. 48-53",,"El-Hacha R.Lopez de Murphy M.Gold W.J.Cheng L.","ACI Committee 440","American Concrete Institute","13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures 2017, FRPRCS 2017","15 October 2017 through 19 October 2017",,150845,01932527,,,,"English","Am. Concr. Inst. ACI Spec. Publ.",Conference Paper,"Final","",Scopus,2-s2.0-85071948482
"Ozturk I., Karasu S., Sagdic O., Yetim H.","36000681100;56313329900;6701802186;55894224500;","Turkish meat products",2017,"Mediterranean Foods: Composition and Processing",,,,"240","266",,,"10.1201/9781315369235","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058610066&doi=10.1201%2f9781315369235&partnerID=40&md5=9e0fdca87d74fba5821130de4cd05775","Department of Food Engineering, Faculty of Engineering, University of Erciyes, Kayseri, 38039, Turkey; Department of Food Engineering, Faculty of Chemical and Metallurgical Engineering, Yildiz Technical University, Istanbul, 34210, Turkey","Ozturk, I., Department of Food Engineering, Faculty of Engineering, University of Erciyes, Kayseri, 38039, Turkey; Karasu, S., Department of Food Engineering, Faculty of Chemical and Metallurgical Engineering, Yildiz Technical University, Istanbul, 34210, Turkey; Sagdic, O., Department of Food Engineering, Faculty of Chemical and Metallurgical Engineering, Yildiz Technical University, Istanbul, 34210, Turkey; Yetim, H., Department of Food Engineering, Faculty of Engineering, University of Erciyes, Kayseri, 38039, Turkey","The popularity and consumption of meat products has increased over the years because of their important roles in human nutrition as nutritive sources of dietary protein with appealing sensory qualities or flavour components (Kayisoglu et al. 2003). Traditionally, most of the meat products are part of the cultural heritage that connects the past of the country to the modern day in culinary relevance (Kaban 2013). Since Turkey is situated between south west Asia and the Balkan region of south east Europe, it is a bridge between two continents. In respect of this strategic location, which embraces cultural diversity from the Oguz Turks, Ottoman, Western, and Islamic cultures (Kilic 2009), several kinds of traditional meat products such as Sucuk, Pastirma, Doner Kebab, Kavurma and raw meatballs (Cig Kofte) are produced and consumed in the country. In Turkey, these meat products can be dried, fermented, cured, cooked, emulsified or processed in different ways for human consumption. Although several types of traditional meat products are produced in Turkey, there has been limited research related to quality factors and production methods of these products (Kaban 2013, Kilic 2009). Therefore, this chapter presents considerable data about microbial, sensory, and physicochemical quality characteristics and the production methods of Sucuk, Pastirma, Kavurma and different types of meatballs. © 2017 by Taylor & Francis Group, LLC.",,"Emulsification; Nutrition; Cultural diversity; Cultural heritages; Human consumption; Physico-chemical quality; Production methods; Sensory qualities; South East Europe; Strategic locations; Meats",,,,,,,,,,,,,,,,"Adiguzel, G.C., Atasever, M., Phenotypic and genotypic characterization of lactic acid bacteria isolated from Turkish dry fermented sausage (2009) Rom. Biotech. Lett, 14, pp. 4130-4138; Akarpat, A., Turhan, S., Ustun, N.S., Effects of hot-water extracts from myrtle, rosemary, nettle and lemon balm leaves on lipid oxidation and colour of beef patties during frozen storage (2008) J. Food Process. 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Technol, 221, pp. 281-283; Yilmaz, I., Demirci, M., Effect of Different Packaging Methods and Storage Temperature on Microbiological and Physicochemical Quality Characteristics of Meatballs (2010) Food Sci. Technol. Int, 16, pp. 259-265; Yilmaz, I., Yetim, H., Ockerman, H.W., The effect of different cooking procedures on microbiological and chemical quality characteristics of Tekirdag meatballs (2002) Nahrung-Food, 46, pp. 276-278; Yüceer, Ö., Özden Tuncer, B., Determination of Antibiotic Resistance and Biogenic Amine Production of Lactic Acid Bacteria Isolated from Fermented Turkish Sausage (sucuk) (2015) J. Food Safety, 35, pp. 276-285","Ozturk, I.; Department of Food Engineering, Turkey; email: ismet@erciyes.edu.tr",,,"CRC Press",,,,,,9781498740906; 9781498740890,,,"English","Mediterranean Foods: Composition and Processing",Book Chapter,"Final","",Scopus,2-s2.0-85058610066
"Gandhi K.","7007022298;","The hell gate arch bridge in New York city",2017,"Asset Management of Bridges",,,,"295","309",,,"10.1201/9780203704486-32","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058077733&doi=10.1201%2f9780203704486-32&partnerID=40&md5=554a800d5a0cf4463f244de99509a45b","Gandhi Engineering, Inc., New York, United States","Gandhi, K., Gandhi Engineering, Inc., New York, United States","The Hell Gate Arch Bridge of the New York Connecting Railroad was dedicated 100 years ago on March 9, 1917. When constructed, it was the longest arch bridge in the world with a span of 997.5 ft between centers of bearings and 1017 ft between the faces of abutments. The Chief Engineer of this project was Gustav Lindenthal and working under him were Othmar H. Ammann and David B. Steinman, two future giants of long span bridge engineering in the United States. The rivalry developed between them on this project continued for the rest of their careers. This paper describes the development of this project and the design and construction of this monumental bridge. © 2017 Taylor & Francis Group, London, UK.",,"Arches; Chief engineers; Design and construction; Long-span bridge; New York; New York city; Arch bridges",,,,,,,,,,,,,,,,"Ammann, O.H., The Hell Gate Arch Bridge and Approaches of the New York Connecting Railroad over the East River in New York City (1918) Transactions, American Society of Civil Engineers, V82, pp. 852-1039; (1915) Hell Gate Bridge, 20 (22), pp. 495-497. , New York; Another East River Bridge, 39 (10), p. 168; The Hell Gate Bridge in the Shop, 72 (23), pp. 1116-1118; Fabricating Steelwork for the Hell Gate Arch, 70 (26), pp. 684-686; Frankland, F.H., Schmitt, F.E., Memoir of Gustav Lindenthal (1940) Transactions of the American Society of Civil Engineers, 105, pp. 1790-1794; Gandhi, K., Lindenthal and the Manhattan Bridge eyebar chain controversy (2013) Durability of Bridge Structures, pp. 285-300. , Khaled M. Mahmoud (ed.), CRC Press 2013; Parsons, W.J., Methods and Equipment used in Erection of Hell Gate Arch over East River, New York City (1915) Wisconsin Engineer, 20 (3), pp. 97-105; (1917) New York a Way Station, 62 (14), pp. 727-728; Hell Gate Arch Bridge and the New York Connecting R (1915) R., pp. 453-461; Rastorfer, D., (2000) Six Bridges, the Legacy of Othmar H. Ammann, pp. 7-11. , New Haven: Yale University Press; Skinner, F.W., Hell Gate Bridge (1919) New York. Engineering, 108 (16), pp. 499-504; Steinman, D.B., Stress Measurements on the Hell Gate Arch Bridge (1918) Transactions, American Society of Civil Engineers, V82, pp. 1040-1137; Whitney, C.S., The Erection of the Hell Gate Arch (1915) Cornell Civil Engineer, 24 (3), pp. 84-92; Wildman, E., Famous Leaders of Industry 2nd Series (1921) The Page Company (Boston), p. 339","Gandhi, K.; Gandhi Engineering, United States","Mahmoud K.M.",,"CRC Press/Balkema","9th New York City Bridge Conference, 2017","21 August 2017 through 22 August 2017",,220529,,9781138569034,,,"English","Asset Manag. Bridges",Conference Paper,"Final","",Scopus,2-s2.0-85058077733
"Pérez-Gracia V., Santos-Assunçao S., Caselles O., Gonzalez-Drigo R.","23493745300;55966983000;6602913554;16642934700;","Applications of gpr in the study of cultural heritage: Examples of the ability of the method in assessing different features",2017,"Nondestructive Techniques for the Assessment and Preservation of Historic Structures",,,,"125","141",,,"10.1201/9781315168685","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051772277&doi=10.1201%2f9781315168685&partnerID=40&md5=d95a3b064f17c149cb0d231c70c6a19b","Resistència de Materials i Estructuresa l’Enginyeria, Universitat Politècncia de Catalunya, Barcelona Tech, Barcelona, Spain; Murphy Surveys, Dublin, Ireland; Universitat Politècncia de Catalunya, Barcelona, Spain","Pérez-Gracia, V., Resistència de Materials i Estructuresa l’Enginyeria, Universitat Politècncia de Catalunya, Barcelona Tech, Barcelona, Spain; Santos-Assunçao, S., Murphy Surveys, Dublin, Ireland; Caselles, O., Universitat Politècncia de Catalunya, Barcelona, Spain; Gonzalez-Drigo, R., Resistència de Materials i Estructuresa l’Enginyeria, Universitat Politècncia de Catalunya, Barcelona Tech, Barcelona, Spain","Cultural heritage is part of the legacy of civilisations. The general term includes all the different expressions of past generations, comprising customs, language and artistic expressions, among others. Some aspects are represented by the built vestiges: buildings, bridges, statues, remains of cities and villages, or roads. These structures are the tangible representation of the values, technology and organisation of past cultures and must be studied and preserved to understand our past and to pass the legacy on to the next generations. The preservation of the built environment 126involves in most cases a deep study of the structures. Two of the main reasons for that study are to obtain meaningful knowledge of the structure and to detect damage that needs to be repaired. Without those two aspects, the design of the maintenance and possible restoration can be impossible or not accurate enough. The analysis of the structures belonging to the built cultural heritage environment usually requires nondestructive tests (NDT), which supply the data needed to evaluate the construction and to decide on further actions to preserve and maintain it. However, NDT are usually based on indirect measurements. One of the most popular methodologies in the NDT of cultural heritage is ground-penetrating radar (GPR). It is a fast and effective method to obtain information about the state of masonry structures, although it presents certain inherent limitations to any indirect study. In this chapter, two examples of the assessment in cultural heritage buildings are presented. The first case study is based on the analysis of masonry, detecting damage and embedded targets. This study is completed with seismic tomography, which is also an NDT technique, and endoscopy (a slightly destructive technique). The second case is focused on the evaluation of wooden beams. In many old buildings, wooden elements are combined with masonry, presenting problems due to humidity or woodworm. © 2018 by Taylor & Francis Group, LLC.",,"Damage detection; Geological surveys; Geophysical prospecting; Ground penetrating radar systems; Historic preservation; Masonry materials; Seismology; Structures (built objects); Cultural heritages; Destructive techniques; Ground penetrating radar (GPR); Indirect measurements; Inherent limitations; Masonry structures; Non-destructive test; Seismic tomography; Nondestructive examination",,,,,,,,,,,,,,,,"Binda, L., Lenzi, G., Saisi, A., NDE of masonry structures: Use of radar tests for the characterisation of stone masonries (1998) NDT& E International, 31 (6), pp. 411-419; Binda, L., Zanzi, L., Lualdi, M., Condoleo, P., The use of georadar to assess damage to a masonry bell tower in Cremona, Italy (2005) NDT& E International, 38 (3), pp. 171-179; Diamanti, N., Giannopoulos, A., Forde, M.C., Numerical modelling and experimental verification of GPR to investigate ring separation in brick masonry arch bridges (2008) NDT & E International, 41 (5), pp. 354-363; Domènechi Montaner, L., (1916) Hospitales de la Santa Cruz y de San Pablo: Memoria, planta y perspectiva general del proyecto, , Hospital de Sant Pau. (In Spanish); González-Drigo, R., Pérez-Gracia, V., Di Capua, D., Pujades, L.G., GPR survey applied to modernista buildings in Barcelona: The cultural heritage of the College of Industrial Engineering (2008) Journal of Cultural Heritage, 9 (2), pp. 196-202; Goodman, D., (2004) GPR-SLICE. Ground Penetrating Radar Imaging Software. User’ s Manual., , Geophysical Archaeometry Laboratory, California; Goodman, D., Piro, S., Nishimura, Y., Schneider, K., Hongo, H., Higashi, N., Steinberg, J., Damiata, B., GPR archaeometry (2008) Ground Penetrating Radar Theory and Applications, pp. 479-508. , ed. H. M. Jol, Elsevier; Leucci, G., Persico, R., Soldovieri, F., Detection of fractures from GPR data: The case history of the cathedral of Otranto (2007) Journal of Geophysics and Engineering, 4 (4), pp. 452-461; McCann, D.M., Forde, M.C., Review of NDT methods in the assessment of concrete and masonry structures (2001) NDT& E International, 34 (2), pp. 71-84; Martinho, E., Dionísio, A., Main geophysical techniques used for non-destructive evaluation in cultural built heritage: A review (2014) Journal of Geophysics and Engineering, 11 (5). , Article number 053001; Michelena, R.J., Muir, F., Harris, J.M., Anisotropic travel time tomography (1993) Geophysical Prospecting, 41, pp. 381-412; Nuzzo, L., Leucci, G., Negri, S., GPR, ERT and magnetic investigations inside the Martyrium of St Philip, Hierapolis, Turkey (2009) Archaeological Prospection, 16 (3), pp. 177-192; Pérez-Gracia, V., Caselles, J.O., Clapés, J., Martinez, G., Osorio, R., Non-destructive analysis in cultural heritage buildings: Evaluating the Mallorca cathedral supporting structures (2013) NDT & E International, 59, pp. 40-47; Pérez-Gracia, V., Di Capua, D., Caselles, O., Rial, F., Lorenzo, H., Gonzalez-Drigo, R., Armesto, J., Characterization of a romanesque bridge in Galicia (Spain) (2011) International Journal of Architectural Heritage, 5 (3), pp. 251-263; Pérez-Gracia, V., González-Drigo, R., Sala, R., Ground-penetrating radar resolution in cultural heritage applications (2012) Near Surface Geophysics, 10 (1), pp. 77-87; Pérez-Gracia, V., Santos-Assunçao, S., Caselles, O., Clapés, J., Canas, J.A., Study of wood beams in buildings with ground penetrating radar (2014) Ground Penetrating Radar (GPR), 2014 15th International Conference on, pp. 31-35. , IEEE; Sandmeier, K.J., (2003) REFLEX. Program for Prospecting and Interpretation of Reflection and Transmission Data, , Sandmeiered; Santos-Assunçao, S., (2014) Ground penetrating radar applications in seismic zonation: Assessment and evaluation, , Ph.D. diss., Polytechnic University of Catalonia, Barcelona-Tech, Barcelona, Spain; Santos-Assunçao, S., Pérez-Gracia, V., Caselles, O., Clapes, J., Salinas, V., Assessment of complex masonry structures with GPR compared to other non-destructive testing studies (2014) Remote Sensing, 6 (9), pp. 8220-8237; Solla, M., Lorenzo, H., Rial, F.I., Novo, A., GPR evaluation of the Roman masonry arch bridge of Lugo (Spain) (2011) NDT & E International, 44 (1), pp. 8-12",,,,"CRC Press",,,,,,9781351686709; 9781138710474,,,"English","Nondestructive Techniques for the Assessment and Preservation of Historic Structures",Book Chapter,"Final","All Open Access, Green",Scopus,2-s2.0-85051772277
"Solla M., Riveiro B., Lagüela S., Puente I.","57202326745;35096575300;57204187670;55258413100;","Optical and electromagnetic sensing for the inspection and characterisation of ancient masonry arch bridges",2017,"Nondestructive Techniques for the Assessment and Preservation of Historic Structures",,,,"195","214",,,"10.1201/9781315168685","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051772221&doi=10.1201%2f9781315168685&partnerID=40&md5=7fed7b456a2481af2c9256b5334d2e69","Defense University Center, Spanish Naval Academy, Marín, Spain; Applied Geotechnologies Group, University of Vigo, Vigo, Spain; Department of Cartographic and Terrain Engineering, University of Salamanca, Ávila, Spain","Solla, M., Defense University Center, Spanish Naval Academy, Marín, Spain; Riveiro, B., Applied Geotechnologies Group, University of Vigo, Vigo, Spain; Lagüela, S., Department of Cartographic and Terrain Engineering, University of Salamanca, Ávila, Spain; Puente, I., Defense University Center, Spanish Naval Academy, Marín, Spain","Masonry arch bridges have been used in engineering for thousands of years and still remain a vital part of the highway systems and railway networks throughout Europe. As an example, in the United Kingdom alone, there are of the order of 70,000 masonry arch spans (Ashour and Garrity 1998); meanwhile, more than 250 units can be found in north-western Spain (Alvarado et al. 1989), impacting on its rural landscape and representing a priceless cultural heritage for mankind. However, these aged structures are facing a number of challenges associated with potentially destructive conditions and it is often asked whether they are still safe for carrying high volumes of modern traffic. © 2018 by Taylor & Francis Group, LLC.",,"Arch bridges; Arches; Masonry construction; Masonry materials; Cultural heritages; High volumes; Masonry arch bridges; Masonry arches; Railway network; Rural landscapes; United kingdom; Masonry bridges",,,,,"Grantová Agentura České Republiky, GA ČR: GACˇR 201 98 0527, PB98-1005; Dirección General de Enseñanza Superior e Investigación Científica, DGESIC","1 This work has been initiated while the first author was visiting the University of Almeria. 2 The first author has been partially supported by the Grant Agency of the Czech Republic Grant GACˇR 201 98 0527. 3The second author has been partially supported by PB98-1005 from DGESIC.",,,,,,,,,,"Alvarado, S., Durán, M., Nárdiz, C., (1989) Historical Arch Bridges in Galicia, , Official Association of Civil Engineers, Xunta de Galicia (in Spanish); Annan, P., (2003) Ground Penetrating Radar: Principles, Procedures and Applications, , Sensors & Software Inc. Mississauga, Canada; Ashour, A.F., Garrity, S.W., An upper bound analysis for the strength assessment of masonry arch bridges. Arch bridges, history, analysis, assessment, maintenance and repair (1998) Proceedings of the Second International Arch Bridge Conference, pp. 139-146. , ed. A. Sinopoli and A.A. Balkema, Rotterdam, 6- 9 October; Barazzetti, L., Banfi, F., Brumana, R., Gusmeroli, G., Previtali, M., Schiantarelli, G., (2015); Cloud-to-BIM-to-FEM: Structural simulation with accurate historic BIM from laser scans Simulation Modelling Practice and Theory, 57, pp. 71-87; Cabaleiro, M., Riveiro, B., Arias, P., Caamaño, J.C., Vilán, J.A., Automatic 3D modelling of metal frame connections from LiDAR data for structural engineering purposes (2014) ISPRS Journal of Photogrammetry and Remote Sensing, 96, pp. 47-56; Cereijo, J., Lagüela, S., Roca, D., Martínez, J., Lorenzo, H., Automatic detection of thermal bridges in thermographic building inspections (2014) Proceedings of the 40th IAHS World Congress on Housing, pp. 16-19. , Funchal, December; Daniels, D.J., (2004) Ground Penetrating Radar, , Institution of Electrical Engineering, London; Hamrelius, T., Accurate temperature measurement in thermography (1992) QIRT, 27, pp. 39-45; Laefer, D.F., Truong-Hong, L., Fitzgerald, M., Processing of terrestrial laser scanning point cloud data for computational modelling of building facades (2011) Recent Patents on Computer Science, 4, pp. 16-29; Lagüela, S., Armesto, J., Arias, P., Herráez, J., Automation of thermographic 3D modeling through image fusion and image matching techniques (2012) Automation in Construction, 27, pp. 24-31; Lagüela, S., Díaz-Vilariño, L., Martínez, J., Armesto, J., Automatic thermographic and RGB texture of as-built BIM for energy rehabilitation purposes (2013) Automation in Construction, 31, pp. 230-240; Lagüela, S., González-Jorge, H., Armesto, J., Arias, P., Calibration and verification of thermographic cameras for geometric measurements (2011) Infrared Physics & Technology, 54, pp. 92-99; Lagüela, S., González-Jorge, H., Armesto, J., Herráez, J., High performance grid for the metric calibration of thermographic cameras (2012) Measurement Science & Technology, 23, p. 015402; Lagüela, S., Solla, M., Armesto, J., González-Jorge, H., Comparison of infrared thermography with ground-penetrating radar for the non-destructive evaluation of historic masonry bridges (2012) Proceedings of the 11th International Conference on Quantitative InfraRed Thermography, pp. 11-14. , Naples, June; Lewis, D., Goller, H., Teates, C., Apparent temperature degradation in thermograms of human anatomy viewed obliquely (1973) Radiology, 106 (1), pp. 95-99; Lubowiecka, I., Arias, P., Riveiro, B., Solla, M., Multidisciplinary approach to the assessment of historic structures based on the case of a masonry bridge in Galicia (Spain) (2011) Computers and Structures, 89, pp. 1615-1627; Luo, W., Wu, J., Peng, J., Zhang, B., Influence of surface treatment of components on thermal radiation performance in infrared optical systems (2014) Proceedings of the 7th International Symposium on Advance Optical Manufacturing and Testing Technologies: Large Mirrors and Telescopes, pp. 26-29. , ed. W. Jiang, M.K. Cho and F. Wu, Harbin, China, April; Martín, S., Cañas, I., González, I., Thermographic survey of two rural buildings in Spain (2004) Energy and Buildings, 34, pp. 515-523; Meola, C., Carlomagno, G.M., Recent advances in the use of infrared thermography (2004) Measurement Science and Technology, 15, pp. R27-R58; Olhoeft, G.R., Maximizing the information return from ground penetrating radar (2000) Journal of Applied Geophysics, 43, pp. 175-187; Puente, I., Solla, M., González-Jorge, H., Arias, P., NDT documentation and evaluation of the Roman bridge of Lugo using GPR and mobile and static LiDAR (2015) Journal of Performance of Constructed Facilities, 29 (1); Riveiro, B., DeJong, M.J., Conde, B., Automated processing of large point clouds for structural health monitoring of masonry arch bridges (2016) Automation in Construction, 72, pp. 258-268; Riveiro, B., Lourenço, P.B., Oliveira, D.V., González-Jorge, H., Arias, P., Automatic morphologic analysis of quasi- periodic masonry walls from LiDAR (2015) Computer-Aided Civil and Infrastructure Engineering, 31 (4), pp. 305-319; Riveiro, B., Morer, P., Arias, P., De Arteaga, I., Terrestrial laser scanning and limit analysis of masonry arch bridges (2011) Construction and Building Materials, 25 (4), pp. 1726-1735; Riveiro, B., Solla, M., De Arteaga, I., Arias, P., Morer, P., A novel approach to evaluate masonry arch stability on the basis of limit analysis theory and non-destructive geometric characterization (2013) Automation in Construction, 31, pp. 140-148; Rodríguez-Martín, M., Lagüela, S., González-Aguilera, D., Rodríguez-Gonzálvez, P., Applications of infrared thermography to the analysis of Steel welded junctions (2016) Advances in Materials Science Research, p. 26; Rosina, E., Spodek, J., Using infrared thermography to detect moisture in historic masonry: A case study in Indiana (2003) APT Bulletin, 34 (1), pp. 11-16; Sandmeier, K.J., (2016) ReflexW software, , http://www.sandmeier-geo.de, accessed May 3, 2016; Solla, M., Asorey-Cacheda, R., Núñez-Nieto, X., Conde-Carnero, B., Evaluation of historical bridges through recreation of GPR models with the FDTD algorithm (2016) NDT&E International, 77, pp. 19-27; Solla, M., Caamaño, J.C., Riveiro, B., Arias, P., A novel methodology for the structural assessment of stone arches based on geometric data by the integration of photogrammetry and ground-penetration radar (2012) Engineering Structures, 35, pp. 296-306; Solla, M., Lorenzo, H., Rial, F.I., Novo, A., GPR assessment of the medieval arch bridge of San Antón, Galicia, Spain (2010) Archaeological Prospection, 17, pp. 223-232; Solla, M., Lorenzo, H., Rial, F.I., Novo, A., GPR evaluation of the Roman masonry arch bridge of Lugo (Spain) (2011) NDT&E International, 44, pp. 8-12; Solla, M., Lorenzo, H., Rial, F.I., Novo, A., Ground-penetrating radar for the structural evaluation of masonry bridges: Results and interpretational tools (2012) Construction and Building Materials, 29, pp. 458-465; Solla, M., Lorenzo, H., Riveiro, B., Rial, F.I., Non-destructive methodologies in the assessment of the masonry arch bridge of Traba, Spain (2011) Engineering Failure Analysis, 18 (3), pp. 828-835; Solla, M., Riveiro, B., Conde, B., Arias, P., Lorenzo, H., The potential of the TLS and GPR methods for the SHM of masonry arch bridges (2016) Proceedings of the 8th European Workshop on Structural Health Monitoring, pp. 5-8. , July, Bilbao, Spain; Solla, M., Riveiro, B., Lorenzo, H., Armesto, J., Ancient stone bridge surveying by ground-penetrating radar and numerical modeling methods (2014) Journal of Bridge Engineering, 19 (1), pp. 110-119; Stavroulaki, M.E., Riveiro, B., Drosopoulos, G.A., Solla, M., Koutsianitis, P., Stavroulakis, G.E., Modelling and strength evaluation of masonry bridges using terrestrial photogrammetry and finite elements (2016) Advances in Engineering Software, 101, pp. 136-148; Tang, P., Huber, D., Akinci, B., Lipman, R., Lytle, A., Automatic reconstruction of asbuilt building information models from laser-scanned point clouds: A review of related techniques (2010) Automation in Construction, 19, pp. 829-843; Truong-Hong, L., Laefer, D.F., Hinks, T., Carr, H., Combining an angle criterion with voxelization and the flying voxel method in reconstructing building models from LiDAR data (2013) Computer-Aided Civil and Infrastructure Engineering, 28 (2), pp. 112-129; Vosselman, G., Maas, H.G., (2010) Airborne and Terrestrial Laser Scanning, , Whittles Publishing, Dunbeath, UK; Yang, L., Li, Y., City ventilation of Hong Kong at no-wind conditions (2009) Atmospheric Environment, 43, pp. 3111-3121",,,,"CRC Press",,,,,,9781351686709; 9781138710474,,,"English","Nondestructive Techniques for the Assessment and Preservation of Historic Structures",Book Chapter,"Final","All Open Access, Green",Scopus,2-s2.0-85051772221
"Makhoul N.","56625847900;","Bridges between the past, the present, and the future: A source to conceptual design and strengthening of heritage structures",2017,"IABSE Conference, Bath 2017: Creativity and Collaboration - Report",,,,"300","307",,,"10.2749/222137817821232919","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050116587&doi=10.2749%2f222137817821232919&partnerID=40&md5=7b2a1ebfdf485b6c5a83a8b464383699","University of Balamand, Koura, Lebanon","Makhoul, N., University of Balamand, Koura, Lebanon","In an era globalization is a trend and people are becoming tightly and instantly linked, it is very common to see similarities in constructions and materials all over the world. Thus one might wonder: if new generations are actually seeking uniformity, aiming to fit in the global society and to enhance the sense of belonging to the new era; and if in the future, travelling will always be as interesting as it is today in case similar structures and infrastructures are built everywhere. A particular idea that one might investigate is the bridges between the past, the present and the future. Therefore, greater creativity and imagination in structural conceptual design might take its source from the past to create a sort of continuity, and project it in the future to maintain a sort of identity, singularity and originality. Indeed, exploring creativity by going back to the roots and investing in the local and traditions is considered to be one of the most sustainable methods to structure design. While proposing a new structural design in a specific region, one might be inspired by the local expertise, architecture and methods of design, or even by the nearby nature and landscapes and the usage of typical local materials; at the same time, one could also work to improve it. The same idea could be developed to strengthen structures. Old constructions have often proved to be more earthquake resistant than newly built ones, and old methods are now reused to strengthen old constructions. Thus, to improve the traditional local used material and mixtures and to adequately choose or develop material and methods to strengthen existing and historical buildings, materials and methods that are similar to the originally used ones could be used. This would also provide a sort of continuity and encourage sustainability and resilience thinking. Preserving the cultural heritage, diversity and encouraging continuity are major factors for society's resilience. Therefore, innovative design might be the mixture of the usage of new technologies and collaboration - an exchange and mixture between other different cultures - as long as the local ways are always kept as the central inspiration to conceptual design. This would encourage diversity and singularity in design, rather than conformity. On the other hand, globalization, might have a very positive effect if well-tempered and well-regulated, and thus, might be embraced if regulated by enforcing and cultivating cultural differences. Ideas and knowledge surely need to be exchanged, but particularity and personal creativity need to be encouraged as well. Therefore, a greater collaboration between engineers and newer generations needs to aim at enriching conceptual design, rather than standardizing it. One could exchange knowledge and expertise, and apply it according to local structural conceptual design - thus mixing skills and yet keeping local tastes. Diversity is always synonymous with enrichment and is the key to resilience, and differences are the essential to creativity and success.","Bridge past; Collaboration; Conceptual design; Globalization; Heritage; Innovation; Present; Resilience","Conceptual design; Earthquake engineering; Historic preservation; Knowledge management; Mixtures; Social aspects; Structural design; Collaboration; Globalization; Heritage; Present; Resilience; Bridges",,,,,,,,,,,,,,,,"Makhoul, N., Navarro, C., Lee, J., Abi-Younes, A., Assessment of seismic damage to buildings in resilient Byblos city (2016) International Journal of Disaster Risk Reduction, 18, pp. 12-22; Jigyasu, R., (2015) Building Resilience by Reducing Disaster Risks to Cultural Heritage, , http://www.preventionweb.net/experts/guest/collection/44401, Accessed 1 March 2017; Jigyasu, R., (2016) Cultural Heritage Getting #SeriousAboutSendai: Reducing Risks and Building Resilience, , http://www.usicomos.org/cultural-heritage-getting-seriousaboutsendai-reducing-risks-and-building-resilience/, US/ICOMOS. Accessed 1 March 2017; Cimellaro, G.P., Reinhorn, A.M., Bruneau, M., Framework for analytical quantification of disaster resilience (2010) Engineering Structures, 32 (11), pp. 3939-13649; Cimellaro, G.P., Resilience - Based design (RBD) modeling of civil infrastructure to assess seismic hazards (2013) Handbook of Seismic Risk Analysis and Management of Civil Infrastructure Systems, , Tesfamariam S, Goda K. eds Publishing in Materials. Cambridge: Woodhead Publishing Limited; Ferlenga, A., (2002) Aldo Rossi: The Life and Works of An Architect, , Ferlenga A (editor). Konemann; (2015) CTRL+N Connects Past and Present with Corten Steel Pedestrian Bridge, , http://www.designboom.com/architecture/corten-pedestrian-bridge-ctrln-02-28-2015/, Accessed 1 March 2017; King, J., Wijesuriya, G., Copithorne, J., Integrating traditional knowledge systems and concern for cultural and natural heritage into risk management strategies (2006) IDRC 2006: The Proceedings of The International Disaster Reduction Conference, , IDRC 2006, 31 August Davos, Switzerland; (2013) How Carlo Scarpa Bridged Past and Present, , http://www.phaidon.com/agenda/architecture/articles/2013/december/13/how-carlo-scarpa-bridged-past-and-present/, Accessed 1 March 2017; McCarter, R., (2013) Carlo Scarpa. Phaidon., , http://www.phaidon.com/store/architecture/carlo-scarpa-9780714848006/, Accessed 1 March 2017; Makhoul, N., Koussa, N., Assessment and performance based strengthening of an original composite material designed building (2014) 2ECEES 2014: Proceedings of The Second European Conference on Earthquake Engineering and Seismology, 2ECEES 2014, , 24-29 August 2014, Istanbul, Turkey; Mairs, J., (2016) OPA Finds Backer for Cliffside Residence Sunken into Lebanese Mountain, , https://www.dezeen.com/2016/05/05/casa-brutale-opa-sunken-cliffside-residence-lebanese-mountain-swimming-pool/, Accessed 1 March 2017; Maierbrugger, A., (2017) Zaha Hadid'S Legacy, , http://gulfnews.com/propertyweekly/zaha-hadid-s-legacy-1.1974846, Accessed 1 March 2017; Stott, R., (2017) Zaha Hadid Architects Releases Images of Tower with The World'S Tallest Atrium, , http://www.archdaily.com/805504/zaha-hadid-architects-releases-images-of-leeza-soho-tower-with-the-worlds-tallest-atrium, Accessed 1 March 2017","Makhoul, N.; University of BalamandLebanon; email: nisrine.makhoul@balamand.edu.lb",,"AECOM;BUROHAPPOLD ENGINEERING;COWI;SOFiSTiK;Tekla","International Association for Bridge and Structural Engineering (IABSE)","IABSE Conference, Bath 2017: Creativity and Collaboration - Instilling Imagination and Innovation in Structural Design","19 April 2017 through 20 April 2017",,137290,,,,,"English","IABSE Conf., Bath: Creativity Collab. - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85050116587
"Peng B., Wang D.","57208251335;55894783200;","Current status and thinking of Chinese ancient bridges protection",2017,"IABSE Conference, Vancouver 2017: Engineering the Future - Report",,,,"754","761",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050038855&partnerID=40&md5=e6f9516484227113a0c56ff2647368f4","College of Civil Engineering, Tongji University, Shanghai, China","Peng, B., College of Civil Engineering, Tongji University, Shanghai, China; Wang, D., College of Civil Engineering, Tongji University, Shanghai, China","Since China is one of the major origins of human civilization, the wisdom of the ancients plays a prominent role in the field of bridge construction. On one hand, many ancient bridges on behalf of the construction level, historical features and architectural arts in different historical periods vanished because of structural degradation, natural disasters, man-made destruction or other reasons. On the other hand, the existing ancient bridges are faced with repair, reinforcement and renovation in varying degrees. There can be little doubt about the historical value of the existing ancient bridges, which can be seen as the walking encyclopedia of bridge construction. Therefore, it has become a heated issue on how to protect the ancient bridges to make it permanent and how to utilize their potential values. The history of Chinese ancient bridges is combed and the technical contribution to the world about bridge development are expounded in this article. According to investigation of existing ancient bridges, especially the bridges served as cultural relics, technical status is reflected and major problems faced in process of protection as well as restoration are proposed. Then, with the introduction to actual cases of protecting and utilizing ancient bridges, the experiences and lessons are summarized, which simulates the public discussion of ancient bridges protection. Finally, consideration and suggestions about ancient bridges protection are proposed regarding legislation, principles, techniques and culture. © 2018 Ingenta.","Case study; Chinese ancient bridges; Protection; Reinforcement; Repair","Disasters; Reinforcement; Repair; Bridge constructions; Historical periods; Human civilization; Natural disasters; Potential values; Protection; Structural degradation; Technical contribution; Bridges",,,,,,,,,,,,,,,,"Mao, Y., (1986) History of Ancient Bridges in China, , (in Chinese). Beijing: Beijing Publishing House; Haifan, X., (2009) Conspectus of Bridge History in China, , (in Chinese). Shanghai: Tongji University Press; Li, Q., (2011) Structural System of Ancient Bridge and Analysis, Monitoring, Evaluation & Protection for Stone Arch Bridges, , (in Chinese). Zhejiang: Zhejiang University; Mai, S., Lu, Y., Seismic analysis and strengthening of thousand - Year old bridge (in Chinese) (2004) Technology of Highway and Transport, 5, pp. 104-106; Jin, Q., (2015) Historic Bridges Under Legal Protection in Shanghai: A Survey and Conservation-Oriented Study, , (in Chinese). Shanghai: Shanghai Jiao Tong University; Shi, Q., (2012) Investigation of Ancient Bridges in Taizhou Area and Strengthening of Typical Ancient Bridges, , (in Chinese). Nanjing: Nanjing Forestry University; Zhang, J., Jiang, R., Cheng, S., Zhong, F., Analysis of laws, policies and key technologies for ancient bridge preservation in USA (in Chinese) (2016) Journal of Highway and Transportation Research and Development, 33 (9), pp. 46-51","Wang, D.; College of Civil Engineering, China; email: wangdalei@tongji.edu.cn",,"Autodesk;Bentley Systems;COWI;et al.;Parsons;WSP","International Association for Bridge and Structural Engineering (IABSE)","39th IABSE Symposium in Vancouver 2017: Engineering the Future","21 September 2017 through 23 September 2017",,137292,,9783857481536,,,"English","IABSE Conf., Vancouver: Eng. Future - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85050038855
"Sert H., Nas M., Yilmaz S., Apaydin N.","55976763700;57202969095;55975303500;26537235600;","Contribution to restoration process of structural analysis studies on historic bridges",2017,"IABSE Conference, Vancouver 2017: Engineering the Future - Report",,,,"1034","1041",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050037786&partnerID=40&md5=1379d0e4534eb1b05f4f4560ea8f4802","Division of Historical Bridges, Department of Structures, General Direct. of Highways, Ministry of Transport, Ankara, Turkey","Sert, H., Division of Historical Bridges, Department of Structures, General Direct. of Highways, Ministry of Transport, Ankara, Turkey; Nas, M., Division of Historical Bridges, Department of Structures, General Direct. of Highways, Ministry of Transport, Ankara, Turkey; Yilmaz, S., Division of Historical Bridges, Department of Structures, General Direct. of Highways, Ministry of Transport, Ankara, Turkey; Apaydin, N., Division of Historical Bridges, Department of Structures, General Direct. of Highways, Ministry of Transport, Ankara, Turkey","In addition to making new roads and bridges maintenance and repair of historical bridges is one of the main duties of General Directorate of Highways, Restoration Implementation Project was prepared for 538 historical bridges and Restoration Implementation studies on 196 historical bridges between 2003 and 2016. In this paper, among the 70 historical bridges, the restoration projects were prepared; The contribution to the restoration projects and implementations of the structural analysis studies of the four different historical bridges constructed using the structural system, construction material and practice will be explained through examples, the different features of all historic bridges that were the subject of the examination required the preparation of separate technical specifications for each, all project and implementation studies were carried out in this direction. © 2018 Ingenta.","Historical bridges; Restoration; Structural analysis studies","Image reconstruction; Restoration; Structural analysis; Historic bridges; Historical bridges; Implementation projects; Restoration process; Restoration project; Roads and bridges; Structural systems; Technical specifications; Bridges",,,,,,,,,,,,,,,,"(2017) General Directorate of Highways (GDH), , Ankara: Division of Historical Bridges Inventory; Sert, H., (2009) Historical Bridges Technical Specifications, Regulations, Inventory, Project, Maintenance and Repair, , Ankara: General Directorate of Highways Publications, 268; (2009) GDH Inventory, , Kirikkale, Historic Çeşnigir (Köprüköy) Bridge Restoration Project and Unpublished Technical Report B.04/İ.71/N.02/RUP 2009; (2014) GDH Inventory, , Şanliurfa, Historic Reinforced Concrete Birecik Bridge Restoration Project and Unpublished Technical Report B.09/İ.63/N.16/RUP 2014; (2014) GDH Inventory. GDH Inventory, , General Directorate of Highways. Ardahan, Historic Ardahan Şehiriçi (Kura) Bridge Restoration Project and Unpublished Technical Report B.18/İ.75/N.05/RUP 2014; (2013) GDH Inventory, , General Directorate of Highways. Rize, Historic Buzlupinar Wooden Bridge Restoration Project and Unpublished Technical Report B.10/İ.53/N.86/RUP 2013; Sert, H., Tarihi Çeşnigir (Köprüköy) Bridge Restoration Project and Implementation Works (2011) 2nd National Architectural Conservation Project and Implementation Symposium Unpublished Paper, , Chamber of Architects, Ankara; Ünay, A.I., (2002) Earthquake Resistance of Historical Buildings, , Ankara: METU Publications of the Faculty of Architecture; Çabuk, E., (2015) Structural Modelling, Analysis, and Evaluation of the Historic Buzlupinar Bridge and Recommendations for its Reconstruction, , METU, the Faculty of Architecture Unpublished Master's Thesis; SAP 2000 Integrated Structural Analysis and Design Software","Sert, H.; Division of Historical Bridges, Turkey; email: hsert@kgm.gov.tr",,"Autodesk;Bentley Systems;COWI;et al.;Parsons;WSP","International Association for Bridge and Structural Engineering (IABSE)","39th IABSE Symposium in Vancouver 2017: Engineering the Future","21 September 2017 through 23 September 2017",,137292,,9783857481536,,,"English","IABSE Conf., Vancouver: Eng. Future - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85050037786
"Salib S., Werner J., Liu K.","6701816441;57202970765;57202970598;","Structural evaluation and load rating of lorne bridge: A historic open-spandrel arch bridge-case study",2017,"IABSE Conference, Vancouver 2017: Engineering the Future - Report",,,,"715","721",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050035003&partnerID=40&md5=7ce9d514d5de79d114de9ae39f73c67e","Parsons Inc., Markham, ON, Canada","Salib, S., Parsons Inc., Markham, ON, Canada; Werner, J., Parsons Inc., Markham, ON, Canada; Liu, K., Parsons Inc., Markham, ON, Canada","Open-spandrel arch bridges possess a unique combination of elegant architectural aesthetics and robust structural behaviour. While classified as such, Lorne Bridge, further, presents a historic icon and landmark of the city of Brantford, Ontario, Canada. The bridge was built in 1923 with three continuous arch spans that range between 42m and 47m, crossing the Grand River, and annexed to a 20m single span railway overhead structure. The steel-reinforced concrete superstructure of each of the main bridge spans consists of an arch and variable height solid spandrel walls supporting the bridge deck. Massive plain concrete piers and abutments carry the superstructure and are ultimately founded on bedrock. Recently, a broad study including site inspection, condition survey and structural evaluation was carried out as a step towards maintaining both the heritage and function of the bridge in the future. The age, condition and complexity of the bridge warranted a sophisticated analysis method in order to achieve reliable evaluation conclusions. Therefore, the bridge was analyzed using a non-linear three Dimensional Finite Element Modelling (3D-FEM). The analysis represented the major surveyed concrete cracks of the bridge as well as investigating the influence of post-steel yielding of various individual superstructure components on the global behaviour and strength of the bridge. The evaluation concluded that specific loads such as temperature, which only marginally utilize the strength of most structures, can dictate the load rating herein. Moreover, utilizing two dimensional/simplified methods of analysis for such bridges can neither predict the actual structural behaviour nor interpret the associated deficiencies. Finally, the study recommends that future design standards mandate more stringent requirements for evaluating open-spandrel arch bridges. © 2018 Ingenta.","Finite element modelling (FEM); Historic bridge; Open-spandrel arch; Structural evaluation","Arches; Composite structures; Finite element method; Reinforced concrete; Structural analysis; Surveys; Finite element modelling; Historic bridges; Methods of analysis; Steel reinforced concrete; Stringent requirement; Structural behaviour; Structural evaluation; Three dimensional finite elements; Arch bridges",,,,,,,,,,,,,,,,"(1979) Lorne Bridge Reconstruction, , Drawings submitted to the City of Brantford, Ontario, Canada. Brantford; (2015) Lorne Bridge: Engineering Condition Assessment Report, , Report submitted to the City of Brantford, Ontario, Canada. Markham; (1969) Lorne Bridge Report, , Report submitted to the City of Brantford, Ontario, Canada. Brantford; (2004) Lorne Bridge: Condition Survey and Preliminary Engineering Report, , Report submitted to the City of Brantford, Ontario, Canada. Mississauga; Garret, G.P., Analytical rating of an open-spandrel arch bridge: Case study (2007) ASCE Journal of Bridge Engineering, 12 (1), pp. 13-20; Lok, M.S., Lamanna, A.J., Study of Turkish bridge standards involving a reinforced concrete arch bridge (2006) ASCE Journal of Performance of Constructed Facilities, 20 (3), pp. 274-280; (2014) Canadian Highway Bridge Design Code, CHBDC, , Mississauga: CSA Committee S6; (2015) MIDAS-CIVIL 2015, , New York","Salib, S.; Parsons Inc.Canada; email: sameh.salib@parsons.com",,"Autodesk;Bentley Systems;COWI;et al.;Parsons;WSP","International Association for Bridge and Structural Engineering (IABSE)","39th IABSE Symposium in Vancouver 2017: Engineering the Future","21 September 2017 through 23 September 2017",,137292,,9783857481536,,,"English","IABSE Conf., Vancouver: Eng. Future - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85050035003
"Viviani M., Viviani E., Mardegan A., Contin A.","16246737700;54416412200;57219195734;54415560700;","An efficient seismic retrofit for the Capodichino viaduct",2017,"IABSE Conference, Vancouver 2017: Engineering the Future - Report",,,,"144","151",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050031743&partnerID=40&md5=0253578704a88035d00965e9c049e54d","HES-SO / HEIG-VD, Yverdon-les-Bains, VD, Switzerland; E2B Engineers, Padova, Italy","Viviani, M., HES-SO / HEIG-VD, Yverdon-les-Bains, VD, Switzerland; Viviani, E., E2B Engineers, Padova, Italy; Mardegan, A., E2B Engineers, Padova, Italy; Contin, A., E2B Engineers, Padova, Italy","Built environment in Europe has become dense with infrastructures and buildings packed in a restricted space. In many countries the laws explicitly promote the cities densification to avoid further urban sprawl. For many years the densification was debated without taking into account the need for a general seismic update of infrastructure and the protection of the cultural heritage. The Capodichino viaduct is a remarkable case of seismic retrofitting in a highly urbanized, seismic area. This paper presents the concept and the installation of new piers cap system that allowed retrofitting of the bridge without any modification of the piers and foundations capacity, while the structure was in use. © 2018 Ingenta.","Bridge engineering; Construction process; Pier caps; Urban construction","Piers; Retrofitting; Seismology; Bridge engineering; Built environment; Construction process; Cultural heritages; Pier cap; Seismic retrofits; Seismic retrofitting; Urban construction; Bridges",,,,,,,,,,,,,,,,"Terranova, C., Ventura, G., Vilardo, G., Multiple causes of ground deformation in the napoli metropolitan area (Italy) from integrated persistent scatterers DinSAR, geological, hydrological, and urban infrastructure data (2015) Earth-Science Reviews, pp. 105-119; Brinckerhoff, P., (2012) Bridge Inspection and Rehabilitation: A Practical Guide, 304p. , Wiley; Modena, C., Tecchio, G., Pellegrini, C., Daport, M., Donà, M., Retrofitting and refurbishment of existing road bridges (2014) Maintenance and Safety of Aging Infrastructure, pp. 469-533; (2012) Eurocode 8: Design of Structures for Earthquake Resistance, , UNI EN 1998-2 Part 5 2: bridges; (2008) Nuove Norme Tecniche per le Costruzioni - DM Infrastrutture 14/01/2008, , G.U. 15 4/2/2008 n.29 NTC; Leonhardt, F., Mönning, E., (1975) Sonderfälle der Bemessung im Stahlbetonbau, Vorlesungen Über Massivbau, Zweiter Teil, 174p. , Springer-V","Viviani, M.; HES-SO / HEIG-VDSwitzerland; email: marco.viviani@heig-vd.ch",,"Autodesk;Bentley Systems;COWI;et al.;Parsons;WSP","International Association for Bridge and Structural Engineering (IABSE)","39th IABSE Symposium in Vancouver 2017: Engineering the Future","21 September 2017 through 23 September 2017",,137292,,9783857481536,,,"English","IABSE Conf., Vancouver: Eng. Future - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85050031743
"Sert H., Yilmaz S., Nas M., Apaydin N.","55976763700;55975303500;57202969095;26537235600;","Historical arched stone bridges and their long lasting history in Turkey and Balkans",2017,"IABSE Conference, Vancouver 2017: Engineering the Future - Report",,,,"730","737",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050021138&partnerID=40&md5=c736cd1a82a3833147c50e57c91c4cc0","Division of Historical Bridges, Department of Structures, General Direct. of Highways, Ministry of Transport, Ankara, Turkey","Sert, H., Division of Historical Bridges, Department of Structures, General Direct. of Highways, Ministry of Transport, Ankara, Turkey; Yilmaz, S., Division of Historical Bridges, Department of Structures, General Direct. of Highways, Ministry of Transport, Ankara, Turkey; Nas, M., Division of Historical Bridges, Department of Structures, General Direct. of Highways, Ministry of Transport, Ankara, Turkey; Apaydin, N., Division of Historical Bridges, Department of Structures, General Direct. of Highways, Ministry of Transport, Ankara, Turkey","It is one of the primary tasks of the General Directorate of Highways to repair and maintain the historical bridges which are of great importance in view of our cultural history in accordance with the projects to be developed or caused to be developed, apart from the recently constructed roads and bridges. In this paper, the restoration works carried out on the stone bridges with arches which are proven to be durable against the factors such as earthquakes, dams, variable water flows and heavy traffic over the centuries as a consequence of the analysis made specifically for the original construction techniques and the interaction between soil, foundation and river, shall be discussed. © 2018 Ingenta.","Earthquake; Restoration; Stone arched bridges","Arches; Earthquakes; History; Image reconstruction; Restoration; Construction technique; Heavy traffics; Historical bridges; Long lasting; Primary task; Restoration works; Roads and bridges; Stone bridges; Arch bridges",,,,,,,,,,,,,,,,"Sert, H., (2009) Historical Bridges 'Technical Specifications, Legislations, Inventories, Projects Maintenance and Repair, , KGM Publication, Ankara, Turkey; (2016) Department of Structures, Historical Bridges Division Inventory, , Ankara, Turkey; Çulpan, C., (1975) Turkish Stone Bridges, , Ankara, Türkiye; Ilter, F., (1978) Turkish Bridges Until Ottoman Era, , Ankara, Turkey; (2011) Restoration Project and Technical Report for the Historical Aspendos Bridge, , Ankara, Turkey; Klaus, G., Im Zixkzack Kurs über den Flub Die Römish (1999) Seldschukische Eurymedon-Brücke von Aspendos Turkei Antike Welt, 30, pp. 1-12; (2000) Restoration Project and Technical Report for the Historical Taşköprü Bridge, , Ankara, Turkey; (2012) Restoration Project and Technical Report for the Historical Malabadi Bridge, , Ankara, Turkey; (2009) Restoration Project and Technical Report for the Historical Kesikköprü Bridge, , Ankara, Turkey; Goykoviç, M., (1989) Stari Kameni Mostovi, , Belgrad, Yugoslavya; Sert, H., (2007) Mostar Bridge, , ICANAS 38. Int. Conf. of Asia and North African Studies Book of Papers; (2005) Restoration Project and Technical Report for the Historical Konjiç Bridge), , Ankara, Turkey; (2009) Restoration Project and Technical Report for the Historical Çeşnigir Bridge, , Ankara, Turkey; (2000) Restoration Project and Technical Report for the Historical Misis Bridge, , Ankara, Turkey; (2009) Restoration Project and Technical Report for the Historical Sokollu Mehmet Paşa Bridge, , Ankara, Turkey; Akman, S., Güner, A., Aksoy, I.H., (1986) History and Technical Characteristics of Khorasan Mortar and Concrete, , İ.T.Ü, İstanbul, Turkey","Sert, H.; Division of Historical Bridges, Turkey; email: hsert@kgm.gov.tr",,"Autodesk;Bentley Systems;COWI;et al.;Parsons;WSP","International Association for Bridge and Structural Engineering (IABSE)","39th IABSE Symposium in Vancouver 2017: Engineering the Future","21 September 2017 through 23 September 2017",,137292,,9783857481536,,,"English","IABSE Conf., Vancouver: Eng. Future - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85050021138
"Andermatt M., Grondin G., Ramsay B., Habel K., Kanji S.","37053323300;7005375425;56085818600;14064739800;54381974700;","The 102nd Avenue bridge over groat road - Design concept and challenges",2017,"IABSE Conference, Vancouver 2017: Engineering the Future - Report",,,,"2763","2770",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050014574&partnerID=40&md5=a065bc79543e00f004de4bfc94143293","AECOM Canada Ltd., Edmonton, AB, Canada; Assoc. Engineering, Vancouver, BC, Canada; Edmonton, AB, Canada","Andermatt, M., AECOM Canada Ltd., Edmonton, AB, Canada; Grondin, G., AECOM Canada Ltd., Edmonton, AB, Canada; Ramsay, B., AECOM Canada Ltd., Edmonton, AB, Canada; Habel, K., Assoc. Engineering, Vancouver, BC, Canada; Kanji, S., Edmonton, AB, Canada","The new 102nd Avenue Bridge over Groat Road in Edmonton, Alberta, Canada is a 113 m long ""character"" bridge that spans over Groat Road which is located in a 22 m deep ravine. The bridge replaced a 104 year old bridge on steel trestles. The selection of the replacement bridge had to take into account several factors including marginally stable steep ravine slopes and traffic disruptions in the urban environment. An integral abutment bridge design concept was developed, consisting of an 83 m long main steel span connected to 15.6 m long integral concrete abutments supported on hybrid steel and concrete piles at the back and sliding bearings at the front of each abutment. This concept created several design challenges: • Thermal movement range is considered to be at the upper limits for integral abutment bridges; • Potential for uplift at the back of the abutments due to the abutments acting as short back-spans; • Force continuity between the 83 m steel span and the abutments; and • Construction sequence required to connect the concrete abutments to the steel span. This paper presents the design concept and approaches, and construction methods for this structure. © 2018 Ingenta.","Bearing; Bridge; Composite; Fatigue; Hybrid; Integral abutment","Abutments (bridge); Bearings (machine parts); Bearings (structural); Bridges; Composite materials; Concretes; Fatigue of materials; Highway planning; Roads and streets; Construction method; Construction sequence; Edmonton , Alberta; Hybrid; Integral abutment; Integral abutment bridge; Replacement bridge; Urban environments; Highway bridges",,,,,,,,,,,,,,,,"Abendroth, R.E., Greimann, L.F., LaViolette, M.D., (2007) An Integral Abutment Bridge with Precast Concrete Piles, , Report IHRB Project TR-438, Center for Transportation Research and Education, Iowa State University; (2014) AASHTO LRFD Bridge Design Specifications, , American Association of State Highway and Transportation Officials, Washington, DC. 7th Edition; (2006) Canadian Highway Bridge Design Code, , CAN/CSA-S6-06 Canadian Standard Association, Ontario, Canada; Ellyin, F., (1997) Fatigue Damage, Crack Growth and Life Prediction, , Chapman & Hall, London, United Kingdom; Feldmann, M., Naumes, J., Pak, D., Vejkovic, M., Eriksen, J., Hechler, O., Popa, N., Braun, A., (2010) Economic and Durable Design of Composite Bridges with Integral Abutments; Husain, I., Bagnariol, D., (1996) Integral Abutment Bridges, , Structural Office Report SO-93-01, Structural Office, Ministry of Transportation, Ontario; Josi, G., Grondin, G., (2010) Reliability-based Management of Fatigue Failures, , Structural Engineering Report No. 285, Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB; Lay, M.G., (1982) Structural Steel Fundamentals - An Engineering and Metallurgical Primer, , Australian Road Research Board; Ollgaard, J.G., Slutter, R.G., Fisher, J.W., (1971) Shear Strength of Stud Connectors in Lightweight and Normal-Weight Concrete, AISC Engineering Journal, 8 (2), pp. 55-64; Slutter, R.G., Fisher, J.W., Fatigue strength of shear connectors (1966) Highway Research Record, (147); Zhang, Q., (2007) Fatigue Resistance of Shear Connectors, , M.Eng. Report, Department of Civil and Environmental Engineering, University of Alberta","Andermatt, M.; AECOM Canada Ltd.Canada; email: matthias.andermatt@aecom.com",,"Autodesk;Bentley Systems;COWI;et al.;Parsons;WSP","International Association for Bridge and Structural Engineering (IABSE)","39th IABSE Symposium in Vancouver 2017: Engineering the Future","21 September 2017 through 23 September 2017",,137292,,9783857481536,,,"English","IABSE Conf., Vancouver: Eng. Future - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85050014574
"Arellano E., Skabar K., Kishimoto Y.","57202966914;57202970880;57202968149;","Veterans home bridge rehabilitation",2017,"IABSE Conference, Vancouver 2017: Engineering the Future - Report",,,,"1445","1452",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050013455&partnerID=40&md5=765fa5281cb1a51e3a98981456357ead","Stantec Consulting Ltd., Burnaby, BC, Canada","Arellano, E., Stantec Consulting Ltd., Burnaby, BC, Canada; Skabar, K., Stantec Consulting Ltd., Burnaby, BC, Canada; Kishimoto, Y., Stantec Consulting Ltd., Burnaby, BC, Canada","Bridge rehabilitation projects are completed to permit current design loads and State legal loads on existing structures. This paper presents a rehabilitation case study of the Veterans Home Bridge, a historic orthotropic steel deck arch structure that was constructed with distinctive aesthetics and in an era that warrants its listing in the National Register of Historic Places (NRHP) as a contributing element to the Minnesota Soldiers' Home Historic District. Following a fracture critical inspection which identified critical deficiencies that required urgent repairs, a load rating analysis was completed for the steel truss, which resulted in a 12 Ton Gross Vehicle Weight (G.V.W.) load posting requirement. Because minimum emergency vehicle G.V.W.s exceed this load restriction, the bridge was closed to the public. Multiple repair options were evaluated and a detailed rehabilitation design was completed to facilitate American Association of State Highway Officials (AASHTO) HS-20 Design Truck loading and to meet the aesthetic requirements of the Minnesota State Historic Preservation Office (SHPO). © 2018 Ingenta.","Arch truss; Bridge; Historic bridge; Load rating; Rehabilitation; Repair; Steel design; Structural strengthening; Truss","Arches; Bridges; Historic preservation; Hydraulic structures; Patient rehabilitation; Repair; Trusses; Arch truss; Historic bridges; Load ratings; Steel designs; Structural strengthening; Arch bridges",,,,,,,,,,,,,,,,"(2003), http://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparksoldiershome/#photosvideos; (2013) Local History Bridge Study - Phase II, , Minneapolis, MN; (2013) Minnesota Department of Transportation (MnDOT) Local Historic Bridge Report, pp. 3-6. , Minnesota Historic Data II; (2011) Minnesota Department of Transportation (MnDOT), , Minnesota LRFD Bridge Design. Section 15; Thornton, W., Lini, C., The whitmore section (2011) Modern Steel Construction, , July; (2003) Bridge Life-Cycle Cost Analysis, , Washington, D.C; State historic preservation office (2015) Re: Repair/Rehab the Minnesota Veterans Home Bridge (Bridge 5756), , Minneapolis, MN; December 4; State historic preservation office (2016) Re: Rehabilitate the Minnesota Veterans Home Bridge (Bridge 5657), Soldiers' Home Road over Minnehaha Creek, , Minneapolis, MN; October 7; (2017), http://lejeunebolt.com","Arellano, E.; Stantec Consulting Ltd.Canada; email: eduardo.arellano@stantec.com",,"Autodesk;Bentley Systems;COWI;et al.;Parsons;WSP","International Association for Bridge and Structural Engineering (IABSE)","39th IABSE Symposium in Vancouver 2017: Engineering the Future","21 September 2017 through 23 September 2017",,137292,,9783857481536,,,"English","IABSE Conf., Vancouver: Eng. Future - Rep.",Conference Paper,"Final","",Scopus,2-s2.0-85050013455
"Broukalová I., Křístek V.","55615898500;7003414988;","Remedial works and repairs of historical bridge in Prague",2017,"Baltic Journal of Road and Bridge Engineering","12","4",,"264","269",,,"10.3846/bjrbe.2017.33","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049735792&doi=10.3846%2fbjrbe.2017.33&partnerID=40&md5=58ce6c812608268f4448a7f363be7602","Dept of Concrete and Masonry, Faculty of Civil Engineering, Czech Technical University in Prague Structures, Thákurova, 7, Prague 6166 29, Czech Republic","Broukalová, I., Dept of Concrete and Masonry, Faculty of Civil Engineering, Czech Technical University in Prague Structures, Thákurova, 7, Prague 6166 29, Czech Republic; Křístek, V., Dept of Concrete and Masonry, Faculty of Civil Engineering, Czech Technical University in Prague Structures, Thákurova, 7, Prague 6166 29, Czech Republic","The recent reconstruction of the historical masonry Charles Bridge in Prague was designed with respect to original conception, materials and ancient construction techniques. The repair and remedial works were based on analysis of the multi-decade response of the bridge, diagnosis, and assessment of damages, failures and deterioration processes related to materials, environment, climate, structural arrangement and detailing regarding heritage, historical and structural aspects. The gentle way of remedial works with minimal intervention in the loadbearing structure is a result of a wide-range discussion on appropriate strategies for refurbishment, restoration, conservation and preservation corresponding to location and significance of the historic bridge. The reconstruction increased durability and provides a long service life of the historical bridge and protection against harmful effects for many years to come. The article outlines historical data, consequences of the controversial reconstruction in the second half of the last century. Effects of river flow, temperature, and moisture and their influence on needful repairs are considered. Stages of reconstruction are presented; in the first stage, strengthening of foundations of bridge piers is described including historical background and impact of river flow on subgrade of piers. Ways of repairs and reconstruction of the bridge deck, its draining, and other related bridge elements are shown as a part of the second stage of reconstruction. © 2017 Vilnius Gediminas Technical University (VGTU) Press Technika.","Bridge deck; Draining; Foundations; Masonry bridge; Reconstruction; Stone masonry; Temperature effects","Bridge decks; Damage detection; Foundations; Historic preservation; Image reconstruction; Masonry bridges; Stream flow; Thermal effects; Construction technique; Deterioration process; Draining; Historical background; Loadbearing structure; Stone masonry; Strengthening of foundations; Structural arrangement; Masonry materials",,,,,"Grantová Agentura České Republiky, GA ČR: 16-04454S","Financial support from the Grant Agency of the Czech Republic through Grant No. 16-04454S is gratefully acknowledged.",,,,,,,,,,"Cihák, F., Satrapa, L., Fosumpaur, P., Analysis of Flow Profiles between Piers of Charles Bridge in Prague during Flood. Technical Report No CVUT/2004-000 (2004) Czech Technical University in Prague, p. 11. , (in Czech); Drdácký, M., Slízková, Z., Analysis of Mortar and Stone Samples Extracted from the Charles Bridge in Prague (2008) Technical Report No 313211, p. 60. , ÚTAM AV ČR. Prague, Czech Republic, in Czech; Drozd, K., Krizek, V., Problems of Charles Bridge Repair (2003) Journal Geotechnika, 2, pp. 3-6. , in Czech; Fanning, P.J., Boothby, T.E., Roberts, B.J., Longitudinal and Transverse Effects in Masonry Arch Assessment (2001) Construction and Building Materials, 15 (1), pp. 51-60. , https://doi.org/10.1016/S0950-0618(00)00069-6; Korenska, M., Manychova, M., Pazdera, L., Pospisil, K., Structural Integrity of Stone Blocks from Charles Bridge in Prague (2016) International Journal of Architectural Heritage, 10 (1), pp. 1-8. , https://doi.org/10.1080/15583058.2013.834088; Krejčí, T., Šejnoha, J., Evolution of Temperature and Moisture Fields in Charles Bridge in Prague: Computational Prediction and Measurements (2015) International Journal of Architectural Heritage, 9 (8), pp. 973-985. , https://doi.org/10.1080/15583058.2014.893461; Lourenco, P.B., Computations on Historic Masonry Structures (2002) Progress in Structural Engineering and Materials, 4 (3), pp. 301-319. , https://doi.org/10.1002/pse.120; Masopust, J., Reconstruction of Pier Foundations of the Charles Bridge in Prague (2008) Proc. of the 6th International Conference on Case Histories in Geotechnical Engineering, pp. 1-7. , 11– 16 August 2008, Arlington, United States of America. Missouri University of Science and Technology; Prikryl, R., Weishauptová, Z., Novotná, M., Prikrylová, J., Štastná, A., Physical and Mechanical Properties of the Repaired Sandstone Ashlars in the Facing Masonry of the Charles Bridge in Prague (Czech Republic) and an Analytical Study for the Causes of Its Rapid Decay (2011) Environmental Earth Sciences, 63 (7-8), pp. 1623-1639. , https://doi.org/10.1007/s12665-010-0819-5; Rímal, J., The Measurement of Temperature Gradients of Charles Bridge in Prague (2006) Proc. of International Workshop: Physical and Material Engineering 2006, pp. 218-221. , by Palacková, A. 5–7 September, 2006, Bratislava, Slovakia, 80-227-2467-X; Sklenár, P., Zeman, E., Špatka, J., Tachecí, P., Flood Modelling and the August 2002 Flood in the Czech Republic, Flood Risk Management in Europe (2007) Advances in Natural and Technological Hazards Research, 25, pp. 253-274. , https://doi.org/10.1007/978-1-4020-4200-3_14; Tvrzník, V., Repair of the Charles Bridge (2008) Proc. of the Conference Beton 08: Selected Papers, pp. 139-152. , Kohoutková, A. 23 – 24 September 2008, Prague, Czech Republic: CVUT; Witzany, J., Cejka, T., Zigler, R., Failure Resistance of Historic Stone Bridge Structure of Charles Bridge (2008) II: Susceptibility to Floods, Journal of Performance of Constructed Facilities, 22 (2), pp. 83-91. , https://doi.org/10.1061/(ASCE)0887-3828(2008)22:2(83); Zeman, E., Hrncír, V., Sklenár, P., Hydrodynamical Modelling Used in Flood Plain Zoning and Designation – Plans and Reality during the Flood in 2002 in the Czech Republic (2004) Proc. of the 6Th International Conference on Hydroinformatics, , https://doi.org/10.1142/9789812702838_0026, 21–24 June 2004, Singapore. World Scientific; Zeman, J., Novák, J., Šejnoha, M., Šejnoha, J., Pragmatic Multi-Scale and Multi-Physics Analysis of Charles Bridge in Prague (2008) Engineering Structures, 30 (11), pp. 3365-3376. , https://doi.org/10.1016/j.engstruct.2008.05.012","Broukalová, I.; Dept of Concrete and Masonry, Thákurova, 7, Prague 6, Czech Republic; email: iva.broukalova@fsv.cvut.cz",,,"Riga Technical University",,,,,1822427X,,,,"English","Baltic J. Road Bridge Eng.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85049735792
"Shih C.-H., Chang J.-S., Huang J.-M.","57194329140;56143433800;57195520820;","Structural inspection and assessment of Yutengping broken bridge - A study of masonry historic architecture in Taiwan",2017,"Proceedings of the 10th International Conference on Inspection, Appraisal, Repairs and Maintenance of Structures",,,,"363","370",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028622069&partnerID=40&md5=0fbcfcda01560fe0527419c47af0c9bd","National Cheng-Kung University, Taiwan; Chung-Yung Christian University, Taiwan","Shih, C.-H., National Cheng-Kung University, Taiwan; Chang, J.-S., National Cheng-Kung University, Taiwan; Huang, J.-M., Chung-Yung Christian University, Taiwan","In this study, the fundamental data for assessment are built through damage inspection, ambient vibration measurement, brick harmer test and Phenolphthalein PH indicator test. Besides, the compressive and shear strength test for bricks are also conducted. Based on these results, the stresses of each pier are analyzed under the wind and earthquake load, which are required in Taiwan's building code. The average compressive strength of the tested bricks is about 16.7MPa, which still exceeded the compressive strength of the first grade brick required in CNS. The shear strength of the mortar is 0.94MPa. The fundamental natural periods of measured piers are about 0.17 to 0.22 sec. in E-W direction, and 0.31 to 0.37 sec. in N-S direction. The N-S stiffness of the piers is greater than that in E-W direction. In according to the present design code in Taiwan, the analyzed maximum flexural stress for the brick pier is 2.28MPa that also associated with a shear stress 0.15MPa at the same cross-section plane. Comparing to the strength obtained in previous studies, these stresses are greater than that can be resisted by the mortar. This also implies that the broken bridge piers are not safe enough under potential great earthquake excitation. For improving the structural safety of the left piers of the broken bridge, a steel arch between adjacent piers is suggested. The arch shape also needs to be designed following the original arch form.","Assessment; Cultural heritage; Earthquake; Inspection; Masonry; Yutengping broken bridge","Arch bridges; Arches; Building codes; Compressive strength; Damage detection; Earthquakes; Geophysics; Inspection; Masonry materials; Mortar; Shear stress; Strength of materials; Assessment; Cultural heritages; Damage inspection; Great earthquake; Masonry; Shear strength tests; Structural inspections; Structural safety; Brick",,,,,,,,,,,,,,,,"(1910) History of Taiwan Railway, , Taiwan Railway Department; (1939) Records of Taiwan Railway Seismic Disaster in 1935, , Taiwan Railway Department; (2000) Memoirs of Saving Historic Property in Distressed Area: 921 Chi-Chi Earthquake and 1022 Chiayi Earthquake, , Council of Affairs, Taiwan; Huang, J.-M., (2005) Plan of Investigation and Reservation of Yutengping Broken Bridge, , Cultural Affairs Bureau, Miaoli County; Fujisawa, K., (1939) Test Results of Brick Made in Taiwan, 11 (4), pp. 281-286. , Taiwan Architectural Institute Magazine, Taiwan Architectural Institute; Ashurst, J., Ashurst, N., (1988) Practial Building Conservation, English Heritage Technical Handbook, Volume 2, Brick, Terracotta and Earth, , Gower Technical Press","Shih, C.-H.; National Cheng-Kung UniversityTaiwan","Stanley C.Ong G.K.C.","Hong Kong Concrete Repairs Association","CI-Premier Pte Ltd","10th International Conference on Inspection, Appraisal, Repairs and Maintenance of Structures","25 October 2006 through 26 October 2006",,129413,,9810555628; 9789810555627,,,"English","Proc. Int. Conf. Insp., Apprais., Repairs Mainten. Struct.",Conference Paper,"Final","",Scopus,2-s2.0-85028622069
"Nicolin R., Siviero E., Michieletto P.","57195509271;6507956955;55370735700;","An inhabited skyscraper bridge on the messina strait",2017,"Proceedings of the 4th International Conference on New Dimensions in Bridges, Flyovers, Overpasses and Elevated Structures",,,,"217","224",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028559800&partnerID=40&md5=b45f7a6ae99595dee5b7d6246894ecbb","University IUAV of Venice, Italy","Nicolin, R., University IUAV of Venice, Italy; Siviero, E., University IUAV of Venice, Italy; Michieletto, P., University IUAV of Venice, Italy","The Messina Bridge, with a span of 3300 meters, will be, if built, the longest suspension bridge and its towers will reach 382 meters, as tall as the major skyscrapers in the world. Given all this, why not proposing a provocative design and turning the pylons into a piece of architecture, maintaining their main structural function as part of the suspension bridge system? Neither a simple skyscraper nor a simple suspension bridge, it was the union of both, involving both architectural and engineering challenges as well as strong symbolic meanings. A sort of vertical tensile structure with the same clarity and logic of the suspension bridge has been the initial concept. The system is based on a central core with a prestressed cables perimeter net with compressive diaphragms which maintain the system indeformability; the central core, a compressive element, is conceived as structural part of both the bridge and the skyscraper. The Messina Strait cultural heritage of legends has been determinant for the final form finding process. The ""place"" inspired the formal research and, through the symbol, the skyscraper bridge could represent a materialization of the Messina Strait ""genius loci"". Architectural form and innovative structural concepts were thus combined harmonically.","Cable net structure; Inhabited bridge; Skyscraper; Suspension bridge","Architecture; Bridge cables; Cable supported roofs; Cables; Office buildings; Overpasses; Suspension bridges; Tall buildings; Cable net structures; Cultural heritages; Engineering challenges; Prestressed cable; Provocative designs; Structural concept; Structural function; Tensile structures; Bridges",,,,,,,,,,,,,,,,"Stretto di Messina, S.P.A., (1992) Ponte Sullo Stretto di Messina: Progetto di Massima, , Messina; Kitagawa, M., Satoshi, K., II ponte sospeso piu lungo del mondo (1998) Le Scienze, 354. , February; Peter, M., Robert Le Ricolais and the search for the indestructible idea (1999) Lotus International, (99), pp. 102-131; Zusse, L., Hyperboloid space frames for tower structures (1967) Engineering Journal of the American Institute of Steel Construction, , , July; Jorg, S., (2003) Leicht Weicht - Light Structures, , DAM, Frankfurt","Nicolin, R.; University IUAV of VeniceItaly","Tan J.S.Y.Chang C.C.Ren W.-X.","","CI-Premier Pte Ltd","4th International Conference on New Dimensions in Bridges, Flyovers, Overpasses and Elevated Structures","24 October 2005 through 25 October 2005",,129406,,9810535511; 9789810535513,,,"English","Proc. Int. Conf. New Dimens. Bridg. Flyovers, Overpasses Elev. Struct.",Conference Paper,"Final","",Scopus,2-s2.0-85028559800
"Van Bogaert P.","7005373273;","Bridge design: Combining old and new into aesthetic structures",2017,"Proceedings of the 4th International Conference on New Dimensions in Bridges, Flyovers, Overpasses and Elevated Structures",,,,"77","88",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028552129&partnerID=40&md5=df3ef99a85ff816a2ba05926e6094523","Ghent University, Belgium","Van Bogaert, P., Ghent University, Belgium","The extension or replacement of smaller bridges may require the development of unusual or even innovative structures, which either comply with the historic character of the building site, or remind of former buildings. The paper emphasizes on a set of criteria for deciding on the type of new structure, which could comply with historic bridges. Several cases of designs for extension or widening of brickwork vaulted arches are demonstrated and show that a wide variety of modern solutions can be proposed. As a second issue, the replacing of historic bridges by adapted structures, referring to what existed on the same location, is discussed. Again, various examples show the abilities of designers to develop accurate structural ideas in this field. Finally some examples of completely new structures emphasize the innovative capacities in modern bridge design.","Brickwork arches; Bridge aesthetics; Historic bridges; Original design; Short spans","Arch bridges; Arches; Overpasses; Aesthetic structures; Bridge aesthetics; Building sites; Historic bridges; Innovative capacity; Innovative structures; Original design; Short spans; Bridges",,,,,,,,,,,,,,,,,"Van Bogaert, P.; Ghent UniversityBelgium","Tan J.S.Y.Chang C.C.Ren W.-X.","","CI-Premier Pte Ltd","4th International Conference on New Dimensions in Bridges, Flyovers, Overpasses and Elevated Structures","24 October 2005 through 25 October 2005",,129406,,9810535511; 9789810535513,,,"English","Proc. Int. Conf. New Dimens. Bridg. Flyovers, Overpasses Elev. Struct.",Conference Paper,"Final","",Scopus,2-s2.0-85028552129
"Ding Y., Liu S., Liu Y., Wang X.","8229271300;35206262500;57195519616;57195515469;","Fibre reinforced self-compacting high performance concrete as repair materials for bridge plank",2017,"Proceedings of the 4th International Conference on New Dimensions in Bridges, Flyovers, Overpasses and Elevated Structures",,,,"111","116",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028548482&partnerID=40&md5=feda1a5431e329d0a24cbfff8fd9563f","Dalian University of Technology, China","Ding, Y., Dalian University of Technology, China; Liu, S., Dalian University of Technology, China; Liu, Y., Dalian University of Technology, China; Wang, X., Dalian University of Technology, China","This paper presents the results of experimental investigations for repair materials of Fibre Reinforced Self - Compacting High Performance Concrete (FRSCHPC), which are significant for subsequent structural properties of repaired bridge members. Up to now, many research reports of the bridge repair have paid much focus on the compressive strength of the repair materials, and on the traditional bonding strength between old structure element and new repair materials. However, both the shrinkage and the creep behaviours of new repair materials and the old structure members are significant to ensure the joint effect and action together, and the investigation on this field is still rare. In order to study the bond effect and the interaction between the old bridge plank and new FRSCHPC materials, the investigations on various shrinkage and creep performances and on the flexural behaviour and the failure patterns before and after repairing have been carried out. It also compares the behaviors of these materials or members with different fibre types and fibre contents. The results show that the workability, the strength, the post-crack behaviour and failure patterns of the repair materials and the repaired members are significantly improved in comparison with those of normal fibre concrete and can fit for the repair applications of bridge plank.","Bridge repair; Fibre; SCHPC","Compressive strength; Concretes; Creep; Fibers; High performance concrete; Mechanical properties; Overpasses; Reinforcement; Repair; Self compacting concrete; Shrinkage; Strength of materials; Bridge repairs; Experimental investigations; Failure patterns; Repair applications; Repair materials; SCHPC; Self-compacting high-performance concretes; Shrinkage and creep; Fiber reinforced materials",,,,,,,,,,,,,,,,"(2002) EFNARC, Specification and Guidelines for Self-Compacting Concrete, , February, Association House, 99 West Street, Farnham, Surry GU9 7EN, UK; Deutscher, B.-V.E.V., (1992) Technologie des Stahlfaserbetons und Stahlfaserspritzbetons, , Fassung August; Ding, Y., (2004) Die Untersuchung Zum Faserverstarkten Selbstverdichtenden- Hochleistungsbeton for Die Konstruktive Anwendung Von FRSCHPC, Research Report for the Institute for Building Materials and Building Science, , University of Innsbruck, Januar; Ding, Y., (2003) Eigenschaften Von Faserbeton und Faserspritzbeton, , ibidem-Verlag, Hannover Germany, November; Mangat, P.S., Limbachiya, M.C., (1997) Repair Material Properties for Effective Structural Application, Cement and Concrete Research, 27, pp. 601-617","Ding, Y.; Dalian University of TechnologyChina","Tan J.S.Y.Chang C.C.Ren W.-X.","","CI-Premier Pte Ltd","4th International Conference on New Dimensions in Bridges, Flyovers, Overpasses and Elevated Structures","24 October 2005 through 25 October 2005",,129406,,9810535511; 9789810535513,,,"English","Proc. Int. Conf. New Dimens. Bridg. Flyovers, Overpasses Elev. Struct.",Conference Paper,"Final","",Scopus,2-s2.0-85028548482
"Zhao Y., Li C.-X., Zhang C.-M.","56340793000;56098096900;21234299600;","Elevation technology of existing bridges",2017,"Proceedings of the 4th International Conference on New Dimensions in Bridges, Flyovers, Overpasses and Elevated Structures",,,,"345","350",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028539070&partnerID=40&md5=989888ddbaf9f9c5473f8dca2751233a","Chang'an University, China; Shaanxi Changtong Road-Bridge Project New Technology Co. Ltd., China","Zhao, Y., Chang'an University, China; Li, C.-X., Shaanxi Changtong Road-Bridge Project New Technology Co. Ltd., China; Zhang, C.-M., Shaanxi Changtong Road-Bridge Project New Technology Co. Ltd., China","Elevation technology refers to the retrofitting method of raising the structure in the vertical direction, which is used when there is deficient space under the old bridges to insure the ordinary transportation bellows and the safety of the bridges. The paper summarizes the significance and the feasibility and practicability of the technology as well as the construction method, in the meanwhile, the paper presents the simulation analysis method and the influence on the structure owing to elevation. Finally the author offers an example of elevation rehabilitation to give guide to the same types of bridges.","Control; Elevation; Existing bridge; Rehabilitation; Simulation analysis","Control; Patient rehabilitation; Construction method; Elevation; Existing bridge; Simulation analysis; Simulation analysis methods; Vertical direction; Overpasses",,,,,,,,,,,,,,,,"(2003) Technical Standard of Highway Engineering[s], , JTG B01-2003; (2004) Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridge and Culverts[S], , JTG D62-2004; Chong-Wu, H., Li-Chu, F., Simulation analysis of the long span stone arch bridge of constructing by fractional steps[J] (2003) China Journal of Highway and Transport, (4), pp. 53-56; Zhi-Cheng, Z., Guiru, Y., Heng-Zhi, C., Xin, X., Analysis and computation method of structure for the construction control of bridges with large span[J] (2002) Journal of Zhejiang University(EngineeringScience), (2), pp. 210-214","Zhao, Y.; Chang'an UniversityChina","Tan J.S.Y.Chang C.C.Ren W.-X.","","CI-Premier Pte Ltd","4th International Conference on New Dimensions in Bridges, Flyovers, Overpasses and Elevated Structures","24 October 2005 through 25 October 2005",,129406,,9810535511; 9789810535513,,,"English","Proc. Int. Conf. New Dimens. Bridg. Flyovers, Overpasses Elev. Struct.",Conference Paper,"Final","",Scopus,2-s2.0-85028539070
"Huang L.P., Cao S.G., Wei C.L., Chang Z.G., Zhang X.C., Huang Y.Z.","57195197449;55537707700;12802958300;57214064802;57195196622;57195202103;","Load distribution factor before and after widening of existing T-beam bridges",2017,"Journal of Engineering Science and Technology Review","10","3",,"90","96",,,"10.25103/jestr.103.13","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026216933&doi=10.25103%2fjestr.103.13&partnerID=40&md5=20cf81d9269eee82c21e18c19144590e","School of Civil Engineering of Changsha University, Changsha, Hunan, 410003, China; Zhejiang Scientific Research Institute of Transport, Hangzhou, Zhejiang, 311305, China; Changsha Planning and Design Institute CO.LTD, Changsha, Hunan, 410007, China; School of Chemistry, Physics, Mechanical Engineering Science, Engineering Faculty, Queensland University of Technology, Brisbane, QLD 4001, Australia","Huang, L.P., School of Civil Engineering of Changsha University, Changsha, Hunan, 410003, China; Cao, S.G., Zhejiang Scientific Research Institute of Transport, Hangzhou, Zhejiang, 311305, China; Wei, C.L., School of Civil Engineering of Changsha University, Changsha, Hunan, 410003, China; Chang, Z.G., Changsha Planning and Design Institute CO.LTD, Changsha, Hunan, 410007, China; Zhang, X.C., School of Chemistry, Physics, Mechanical Engineering Science, Engineering Faculty, Queensland University of Technology, Brisbane, QLD 4001, Australia; Huang, Y.Z., School of Civil Engineering of Changsha University, Changsha, Hunan, 410003, China","Load distribution factor (LDF) is an important index for evaluating the performance of existing bridges. However, few researchers have studied the change of transverse load distribution coefficients of beams before and after the widening and reinforcement of existing bridges. To work out such problem, a reinforcement method for widening longitudinal and cross beam was proposed. A Finite element (FE) model was built to simulate the widening reinforcement of existing bridge, Load distribution factor for all girders were analyzed in the cases of different position, quantity and stiffness of cross beam, different added width of girder, different existing bridge stiffness and different connection system. Results show that the LDF of side beams decreases by 63.92% to the highest extent after bridge reinforcement, which significantly improves load-carrying condition of girder. However, the LDF at fulcrum increases by 30% after reinforcement. Therefore, some strengthening measures are necessary in these positions. The quantity, position and dimension of cross beam have not much influence on the LDF of each girder. The LDF of beams are smaller when the widened girders are connected rigidly to the old girders than that hinge connected to. The LDF of each girder shows not much difference when the main beams are connected to widened girders with rigid or hinged connection, respectively. This study is meaningful for the development of widening and reinforcement design of existing bridges. © 2017 Eastern Macedonia and Thrace Institute of Technology.","Load distribution factor; Method of rigid-joint girder; Old bridge widening; Transverse beam","Beams and girders; Bridges; Electric power plant loads; Finite element method; Reinforcement; Stiffness; Bridge reinforcement; Bridge widening; Load distribution factor; Reinforcement design; Reinforcement method; Rigid joint; Transverse beams; Transverse load distributions; Widening (transportation arteries)",,,,,,,,,,,,,,,,"Liu, N.-W., Yang, Y., ""Analysis and optimization design method of diseases of hinged plate bridge"" (2016) Journal of Highway and Transportation Research and Development, 33 (2), pp. 73-81; Shao, X.-D., (2016) ""Bridge Engineering (4th Edition)"", pp. 113-114. , Beijing: China Communications Press; Chen, A.-R., Yang, Y.-K., Ma, R.-J., ""Risk-based design method of disaster-resistance performance for bridge"" (2016) Journal of Tongji University(Natural Science), 44 (7), pp. 991-995; Huang, L.-P., Tan, H.-L., Cao, S.-G., Jiang, H., Li, C., ""Study on lateral distribution coefficient of prefabricated simply supported T beam bridge"" (2011) Journal of Changsha University, (5), pp. 12-14; Wang, M.-Q., Xue, F., Zhang, H., Xu, H.-C., ""Method of calculation of transverse load distribution influence line for an articulated slab girder bridge"" (2004) Engineering Journal of Wuhan University, 37 (4), pp. 68-72; Wang, X.-W., ""Domestic and overseas bridge dilated measures and technical analysis"" (2009) The World of Building Materials, 30 (5), pp. 105-108; Chen, Y.-Z., ""Design of widening and strengthening of reinforced concrete T beam"" (2013) Journal of Highway and Transportation Research and Development, 1, pp. 26-28; Chai, Y.H., Hung, H.J., ""Waiting period for closure pours in bridge widening or staged construction"" (2016) Journal of Bridge Engineering, 21 (5), pp. 04-16; Niwa, J., Fakhruddin, T., Matsumoto, K., ""Experimental study on shear behavior of the interface between old and new deck slabs"" (2016) Engineering Structures, 126, pp. 278-291; Wu, W.-Q., Yang, S., Zhang, L.Z., "" Study of distribution pattern of settlement deformation of main beams of a widened new slab beam bridge"" (2014) Bridge Construction, 44 (4), pp. 75-79; Zong, Z.-H., Xia, Z.-H., Chen, Y.-Y., Zhao, X., "" State-of-the-art and engineering example analysis of longitudinal connection joints between the new bridges and existing old bridges during bridge widening"" (2009) Journal of Fuzhou University(Natural Science Edition), 37 (2), pp. 248-260; Li, Z.-T., Wang, Q., ""Existing beam bridge widening methods and ties application"" (2015) Northern Communications, 2, pp. 9-14; Wang, G.-H., Wei, C.-L., Zhu, Z.-Z., ""Paremetric analysis of widening stringers and floor beams to strengthen existing T beam bridge"" (2015) World Bridges, 5, pp. 85-90; Li, B., Wu, J., Wang, Y.-L., ""Experimental study on transverse distribution coefficient of prefabricated T beam bridge under service"" (2015) Journal of China & Foreign Highway, 35 (5), pp. 167-170; Guo, Y.-C., Ye, J.-S., ""Research on the method by adding large reforming the old bridge girder"" (1986) East China Highway, (1), pp. 40-48; Zhang, Y.-H., Li, Q., ""Fictitious longitudinal beam method for practical spatial analysis of bridge structures with large side beams"" (2008) Engineering Mechanics, 25 (7), pp. 185-189; Bao, L.-S., Yu, L., Zhou, X.-D., Gu, W.-A., Yu, J., "" Test study of reinforced bridge models with border beams"" (2003) Northeastern Highway, 26 (2), pp. 105-108","Huang, L.P.; School of Civil Engineering of Changsha UniversityChina; email: huanglipu@163.com",,,"Eastern Macedonia and Thrace Institute of Technology",,,,,17919320,,,,"English","J. Eng. Sci. Technol. Rev.",Article,"Final","All Open Access, Gold, Green",Scopus,2-s2.0-85026216933
"Uygun Gençer F., Hamamcioğlu Turan M.","57189661907;55293613000;","The masonry techniques of a historical bridge in hypokremnos (Içmeler)",2017,"Metu Journal of the Faculty of Architecture","34","1",,"187","207",,,"10.4305/METU.JFA.2017.1.6","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025138170&doi=10.4305%2fMETU.JFA.2017.1.6&partnerID=40&md5=3cce54296e9e4197453603e48de24789","Department of Architectural Restoration, Faculty of Architecture, Izmir Institute of Technology, Izmir, Turkey","Uygun Gençer, F., Department of Architectural Restoration, Faculty of Architecture, Izmir Institute of Technology, Izmir, Turkey; Hamamcioğlu Turan, M., Department of Architectural Restoration, Faculty of Architecture, Izmir Institute of Technology, Izmir, Turkey","This study focuses on characteristics of a historical bridge in Içmeler, Urla, Izmir. Urla, a historical settlement on the west of Izmir, has been part of a commercial network between Karaburun, çesme and Anatolia throughout history. The aim is to understand the construction technique and material usage in Hypokremnos Bridge and identify a possible sequence of the original construction. The linear bridge was constructed by using masonry technique. It has three openings with various sizes and supported with rounded arches. The bridge wall is crowned with a road way making a crest at its center a inclined façade. This study is composed of four phases; documentation, analysis of construction technique and material usage, historical evaluation and restitution. In the first phase, by using Tgi3D Su Photoscan 2.13 and Trimble SketchUp 2013 software, three dimensional model was prepared. Visual analysis of construction technique and material usage was carried out and the mortar sample from the bridge was investigated in the conservation laboratory in the second phase. Three dimensional manual photogrammetric documentation of the historical bridge has provided the advantage of conceiving many constructional details. This condensed observation of constructional features supported with comparative study on historical bridges in Anatolia has revealed that the elements and composition of the studied bridge presents Roman characteristics, but the masonry techniques used recall those of Turkish period. The detailed data about structural system gathered from different locations of the bridge was used for the production of reconstitution of system detail. Reconstitution model of the bridge was produced by using reconstitution of system detail. To identify construction phases of the bridge, literature survey was carried out. According to structural elements and composition of the bridge, it is thought to be constructred in Roman Period, however, both the randomness in the composition of the rough cut lime stones used in the outer shells of the bridge wall, and lack of system in the form and color composition of the cut sand stones in the arches and the sea façade may be interpreted as an end result of a comprehensive repair on total reconstruction in the Turkish period.","Historical bridges; Hypokremnos; Masonry techniques",,,,,,,,,,,,,,,,,"Adam, J.P., (1994) La Construction Romaine: Materiaux Et Techniques, , Roman Building, Materials, and Techniques, trans. A. Mathews (2005), Routledge, London and Newyork; 76-85, 119-45, 174-6; Akalin Orbay, A., (2010) Erytrai Kazisi, 2003-2005 Erytrai Survey Project, , http://www.izmirkulturturizm.gov.tr/Eklenti/9478,erythrai-cesmekazisipdf.pdf?0, Erisim Tarihi (27. 07. 2014); Allen, G., (2003) Hydraulic Lime Mortar for Stone, , Brick and Block Masonry, Donhead, Shaftesbury; Altun, N., (2006) Urla-Seferihisar (Izmir) Bölgesinin Jeolojisi ve Toprak özellikleri, , Ege Ormancilik Arastirma Müdürlügü, Izmir; Arioglu, E., Anadol, K., Remarkable Bridges of Master Architect Sinan (1979) The International Association for Bridge and Structural Engineering Structures C, 10 (79), pp. 1-12; Atak, E., (2008) Erken Osmanli Köprüleri, , unpublished Master's Thesis, University of çanakkale On Sekiz Mart, çanakkale; Atay, Ç., Kapanan Kapilar Izmir Hanlari, Izmir Büyüksehir Belediyesi Kültür Yayini (2003) Izmir, pp. 32-39; Bakir, G., Anlagan, G., (1980) 1979 Yili Klazomeani Kazisi II, , Kazi Sonuçlari Toplantisi 11-15 Subat 1980 T. C. Kültür Bakanligi Eski Eserler ve Müzeler Genel Müdürlügü, Ankara; 90; Baykara, T., (1976) Urla Yarimadasin'da Bir Kervan Yolu, pp. 5-6. , II. Milletler Arasi Türkoloji Kongresi Teblig özetleri, Seminer Bildirileri (4-9 Ekim 1976), Istanbul; Bozkurt, O., (1952) Koca Sinan'in Köprüleri, , unpublished PhD Dissertation, ITU, Faculty of Architecture, Istanbul; Brown, D.J., (2001) Bridges: The Thousand Years of Defying Nature, pp. 19-21. , MBI Publishing Company, USA; Canitez, I., Canitez, T., Ilhan, N., The Bridges Of Edirne: Comprehensive Buildings For The Lecture Of The City (2009) Trakia Journal of Sciences, 7 (2), pp. 221-228; Cowan, H.J., (1977) The Master Builders: A History of Structural and Environmental Design from Ancient Egypt to the Nineteenth Century, , John Willey & Sons, New York; Çakir, F., (2011) Assessment of Structural Integrity and Seismic Retrofit of Masonry Bridges using Micropiles, , unpublished Master's Thesis, Department of Civil Architectural and Environmental Engineering, Ilinois Institute of Technology, Chicago, Ilinois; Çeçen, K., (1988) Sinan'in Köprü ve Su Kemerleri Mimar Sinan dönemi Türk Mimarligi ve Sanati, pp. 79-92. , Seminer Bildirileri 1987 eds. Z. Sönmez, Türkiye Is Bankasi Kültür Yayinlari, 288/41, Ankara; Çizer, Ö., (2004) Investigation of Lime Mortar Characteristics for the Conservation of the Ottoman Baths in Seferihisar-Urla Region, , unpublished Master's Thesis, Izmir Institute of Technology, Izmir; Çulpan, C., (1975) Türk Tas Köprüleri; Ortaçagdan Osmanli Devri Sonuna Kadar, pp. 1-17. , Türk Tarih Kurumu Basim Evi, 16. Cilt, Ankara; Ersoy, Y., Koparal, E., (2007) Klazomenai Khorasi ve Teos Sur Içi Yerlesim Yüzey Arastirmasi 2006 Yili çalismalari, , 25. Arastirma Sonuçlari Toplantisi 3. Cilt eds. F. Bayram, A. özme, B. Koral, Kültür ve Turizm Bakanligi Dösimm Basimevi, Ankara; 47-70; Davey, N., (1961) A History of Building Materials, , Phoenix House, London; 12; Dogangün, A., Ural, A., Characteristics of Anatolian Stone Arch Bridges and a Case Study for Malabadi Bridge (2007) ARCH'07-5th International Conference on Arch Bridges, pp. 179-186. , Seminer Bildileri (12-14 September 2007) eds. P. B. Lourenço, D. Oliveria, V. Portela Madeira, Portugal; Eyüce, Ö., (1998) Köprüler, , Izmir Yüksek Teknoloji Enstitüsü, Izmir; Germen, M., (2000) Bir Kültür ögesi olarak Köprü, , Türkiye'nin Köprüleri eds. M. German, G. Tanyeli, M. Sözen,Koç Allianz Hayat Sigorta A. S., Istanbul; Grant, M., (1980) Roman Architecture in Architecture of the Western World, , Rizzoli International Publications, New York; Hughes, T.G., Blackler, M.J., A Review of the UK Masonry Arch Assessment Methods (1997) Proceedings of the Institution of Civil Engineers, 122, pp. 305-315; Ilter, F., (1978) Osmanlilara Kadar Anadolu Türk Köprüleri, , Karayollari Genel Müdürlügü Matbaasi, Ankara; Ilter, I., (1966) Köprüleriyle Mimar Sinan, , Karayollari Bülteni, 188, 17-21; Ilter, I., (1971) Köprüleriyle Mimar Sinan, , Mesleki ve Teknik ögretim, 13 (216), 27-29; Ismen, I., Mimar Sinan: Insanlar ve Köprüler (1967) Mimar Sinan, 1 (4), pp. 77-88; Kadioglu, M., (2012) Teos Guide Book, , Teos Arkeoloji Projesi Yayinlari, Ankara; Khan, M.A., (2010) Bridge and Highway Structure Rehabilitation and Repair, , Mc Graw Hill Press, Newyork; Kiepert, H., (1869) Map of Asiaciterior, , Atlas Antiquus: Zwölf Karten zur Alten Geschichte, Dietrich Reimer, Berlin; Kiepert, H., (1890) Map of the Western Part Asia Minor, , Dietrich Reimer, Berlin; Koparal, E., (2012) Klazomenai Khora'sinda Savunma Sistemi, , Ismail Fazlioglu Ani Kitabi, Trakya üniversitesi Sosyal Bilimler Enstitüsü, Edirne; 139-46; Mark, R., (1993) Architectural Technology up to Scientific Revolution, , MIT Press, London; 68-9; Mater, B., (1982) Urla Yarimadasi'nda Arazinin Siniflandirilmasi ve Kullanisi Arasindaki Iliskiler, , Istanbul üniversitesi Edebiyat Fakültesi Yayinlari, Istanbul; Mcafee, P., (1998) Stone Building, , The O'Brien Press Ltd., Dublin, Ireland; 85-90; Meriç, A.E., Öz, A.K., Uhri, A., Urla Sögüt Kutsal Alani Seramik Buluntularinin Degerlendirilmesi (2012) Edebiyat Fakültesi Dergisi, 1 (1), pp. 40-54; Özis, Ü., Mimar Sinan'in Köprüleri (1991) Ege Mimarlik, (2), pp. 38-41; Sözen, M., (2000) Asmak üzerine, , Türkiye'nin Köprüleri eds. M. German, G. Tanyeli, M. Sözen, Koç Allianz Hayat Sigorta A. S., Istanbul; Stark, F., (2010) Ionia: A Quest, , Tauris Parke Paperbaks, London; 42; (7 BC) The Géographica, Geography of Strabo, trans; Hamilton, H.C., (1857), 3, pp. 17-24. , Book XVI, Henry George Bohn, London; Sahoglu, V., The Anatolian Trade Network and the Izmir Region During the Early Bronze Age (2005) Journal of Archaeology, 24 (4), pp. 339-361; Tanyeli, G., Tanyeli, U., Osmanli Yüzer Köprüleri (1990) ODTü MFD, 10 (1-2), pp. 5-17; Tanyeli, G., (2000) Türkiye Köprüleri, , Türkiye'nin Köprüleri eds. M. German, G. Tanyeli, M. Sözen, Koç Allianz Hayat Sigorta A. S., Istanbul; Tunç, G., (1978) Tas Köprülerimiz, , Karayollari Genel Müdürlügü Matbaasi, Ankara; 5-8; (2008) Tarihi Köprüler Müdürlügü çalismalari, Yurt Içindeki Onarim Envanteri, Köprüler Dairesi Baskanligi. Tarihi Köprüler Subesi, , http://www.kgm.gov.tr/SiteCollectionDocuments/KGMdocuments/MerkezBirimler/SanatYapilariDairesiBaskanligi/Calismalar/Tarihik%C3%B6pr%C3%BClercalismalar.pdf, Erisim Tarihi (30. 06. 2013); Ugurlu Sagin, E., (2012) Characteristics of Roman Mortars Produced from Natural and Artificial Puzzolans in Aigai and Nysa, , unpublished PhD Dissertation, Izmir Institute of Technology, Izmir; Ural, A., Oruç, S., Dogangün, A., Tuluk Ö, I., Turkish Historical Arch Bridges and Their Deteriorations and Failures (2008) Engineering Failure Analysis, (15), pp. 43-53; Ward-Perkins, J.B., (1981) Roman Imperial Architecture, , Penguin Books, London; 153-181; (2013), Erisim Tarihi (16. 06. 2013)",,,,"Middle East Technical University",,,,,02585316,,,,"English","Metu J. Fac. Archit.",Article,"Final","All Open Access, Bronze, Green",Scopus,2-s2.0-85025138170
"Krejci T., Kruis J., Koudelka T., Sejnoha M.","54890353800;55927129200;24314581000;6602314561;","Processor farming in two-level analysis of historical bridge",2017,"Civil-Comp Proceedings","111",,,"","",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020475483&partnerID=40&md5=e1af753cfbffde641519e70f854278ec","Faculty of Civil Engineering, Czech Technical University, Prague, Czech Republic","Krejci, T., Faculty of Civil Engineering, Czech Technical University, Prague, Czech Republic; Kruis, J., Faculty of Civil Engineering, Czech Technical University, Prague, Czech Republic; Koudelka, T., Faculty of Civil Engineering, Czech Technical University, Prague, Czech Republic; Sejnoha, M., Faculty of Civil Engineering, Czech Technical University, Prague, Czech Republic","This contribution presents a processor farming method in connection with a multiscale analysis. In the this method, each macro-scopic integration point or each finite element is connected with a certain meso-scopic problem represented by an appropriate representative volume element (RVE). The solution of a meso-scale problem then provides effective parameters needed on the macro-scale. Such an analysis is suitable for parallel computing because the meso-scale problems can be distributed among many processors. The processor farming method connected with a multi-scale analysis differs from classical domain decompositions. The macro-problem is assigned to the master processor while the solution at the meso-level is carried out on slave processors. At each time step the current temperature and moisture together with the increments of their gradients at a given macro-scopic integration point are passed to the slave processor (imposed onto the representative volume element), which, upon completing the small scale analysis, sends the homogenized data (effective conductivities, averaged storage terms and fluxes) back to the master processor. The application of the processor farming method to a real world masonry structure is illustrated by an analysis of Charles bridge in Prague. The three-dimensional numerical model simulates the coupled heat and moisture transfer of one half of arch No. 3. and it is a part of a complex hygro-thermo-mechanical analysis which has been developed to determine the influence of climatic loading on the current state of the bridge. © Civil-Comp Press, 2017.","Heat and moisture transfer; Homogenization; Parallel computing; Processor farming; Stone masonry bridge","Arch bridges; Digital storage; Domain decomposition methods; Homogenization method; Masonry materials; Moisture control; Parallel processing systems; Statistics; Volume measurement; Coupled heat and moisture transfer; Domain decompositions; Effective conductivity; Heat and moisture transfer; Processor farming; Representative volume element (RVE); Thermo-mechanical analysis; Three-dimensional numerical modeling; Finite element method",,,,,,,,,,,,,,,,"Krejčí, T., Šejnoha, J., Toesca, M., (2015) Coupled Hygro-Thermo-Mechanical Analysis of Charles Bridge, Prague, Computational Techniques for Civil and Structural Engineering, Computationas Science, Engineering and Technology Series: 38, Edited, , by J. Kruis, Y. Tsompanakis and B. H. V. Topping, Saxe-Coburg Publication, Stirlingshire, Scotland; Miehe, C., Bayreuther, C.G., On multiscale FE analyses of heterogeneous structures: From homogenization to multigrid solvers (2007) International Journal for Numerical Methods in Engineering, 71, pp. 1135-1180; Toselli, A., Olof, W., Domain decomposition methods-algorithms and theory, Springer (2005) 34, Springer Series in Computational Mathematics, , Berlin; Quarteroni, A., Valli, A., (2005) Domain Decomposition Methods for Partial Differential Equations, , Oxfor Science Publications, Clarendon Press, Numerical MAthematics and Scientific Computation, Oxford; Kruis, J., (2006) Domain Decomposition Methods for Distributed Computing, , Saxe-Coburg Publications, Kippen, Stirling, Scotland, UK; Farhat, C., Roux, F.X., A method of finite element tearing and interconnecting and its parallel solution algorithm (1991) International Journal for Numerical Methods in Engineering, 32, pp. 1205-1227; Farhat, C., Mandel, J., The two-level FETI method for static and dynamic plate problems - Part I: An optimal iterative solver for biharmonic systems (1998) Computer Methods in Applied Mechanics and Engineering, 155, pp. 129-152; Farhat, C., Chen, P.S., Mandel, J., Roux, F.X., The Two-Level FETI Method -Part II: Extension to Shell Problems (1998) Parallel Implementation and Performance Results, Computer Methods in Applied Mechanics and Engineering, 155, pp. 153-180; Farhat, C., Lesoinne, M., LeTallec, P., Pierson, K., Rixen, D., FETI-DP: A dual-primal unified FETI method-part i: A faster alternative to the two-level FETI method (2001) International Journal for Numerical Methods in Engineering, 50 (7), pp. 1523-1544; Dostál, Z., Horák, D., Kučera, R., Total FETI-an easier implementable variant of the FETI method for numerical solution of elliptic PDE (2006) International Journal for Numerical Methods in Biomedical Engineering, 22 (12), pp. 1155-1162; Kruis, J., Koudelka, T., Krejčí, T., Multi-physics analyses of selected civil engineering concrete structures (2012) Commun. Comput. Phys., 12, pp. 885-918; Özdemir, I., Brekelmans, W., Geers, M., Computational homogenization for heat conduction in heterogeneous solids (2008) International Journal for Numerical Methods in Engineering, 73, pp. 185-204; Sýkora, J., Vorel, J., Krejčí, T., Šejnoha, M., Šejnoha, J., Analysis of coupled heat and moisture transfer in masonry structures (2009) Materials and Structures, 42 (8), pp. 1153-1167; Černy, R., Rovnaníkova, P., (2002) Transport Processes in Concrete, , Spon., London; Hassanizadech, M., Gray, W., General conservation equations for multiphase systems: 1 (1979) Averaging Procedure, Adv. Water Resour., 2, pp. 131-144; Hassanizadech, M., Gray, W., General conservation equations for multiphase systems: 2, mass, momenta, energy and entropy equations (1979) Adv. Water Resour., 2, pp. 191-203; Biot, M., General theory of three-dimensional consolidation (1941) J. Appl. Phys., 12, pp. 155-164; De Boer, R., Highlights in the historical development of the porous media theory: Toward a consistent macro-scopic theory (1996) Appl. Mech. Rev., 49, pp. 201-262; Lewis, R.W., Schrefler, B.A., (1998) The Finite Element Method in Static and Dynamic Deformation and Consolidation of Porous Media, , John Wiley & Sons, Chiester-Toronto; Kunzel, H.M., Kiessl, K., Calculation of heat and moisture transfer in exposed building components (1997) Int. J. Heat and Mass Transfer, 40, pp. 159-167; Kaminski, M., Homogenization of transient heat transfer problems for some composite materials (2003) Int. J. Eng. Sci., 41, pp. 1-29; Tomková, B., Šejnoha, M., Novák, J., Zeman, J., Tomková, B., Šejnoha, M., Novák, J., Zeman, J., Evaluation of effective thermal conductivities of porous textile composites (2008) Int. J. Multiscale Comput. Eng., 6 (2), pp. 153-168; Sýkora, J., Šejnoha, M., Šejnoha, J., Homogenization of coupled heat and moisture transport in masonry structures including interfaces (2013) J. Appl. Math. and Comp., 219 (13), pp. 7275-7285; Sýkora, J., Vorel, J., Šejnoha, M., Šejnoha, J., Effective material parameters for transport processes in historical masonry structures (2005) Proceedings of the Tenth International Conference on Civil, Structural and Environmental Engineering Computing, , Stirling, UK, Paper 190; Kruis, J., Krejčí, T., Two-scale model of heat and moisture transport in masonry structures and its implementation on parallel computers (2017) Proceedings of the Fifth International Conference on Parallel, Distributed, Grid and Cloud Computing for Engineering PARENG2017, in Print; Kocǐ, V., Madeřa, J., Černý, R., Computer aided design of interior thermal insulation system suitable for autoclaved aerated concrete structures (2013) Applied Thermal Engineering, 58 (1), pp. 165-172; Kocǐ, V., Madeřa, J., Černý, R., Exterior thermal insulation systems for AAC building envelopes: Computational analysis aimed at increasing service life (2012) Energy and Buildings, 47 (1), pp. 84-90; Hughes, T.J.R., (1987) The Finite Element Method. Linear Static and Dynamic Finite Element Analysis, , Prentice-Hall, inc. Englewood Cliffs, New Jersey; Bittnar, Z., Šejnoha, J., (1996) Numerical Methods in Structural Mechanics, , ASCE Press, New York, USA; Crisfield, M.A., (1991) Non-linear Finite Element Analysis of Solids and Structures, , John Wiley & Sons Ltd, Chichester, UK; Lombardo, M., Zeman, J., Sejnoha, M., Falsone, G., Stochastic modeling of chaotic masonry via meso-structural characterization (2009) International Journal for Multi-scale Computational Engineering, 7 (2), pp. 171-185; Zeman, J., Šejnoha, M., From random microstructures to representative volume elements (2007) Modelling and Simulation in Materials Science and Engineering, 15 (4), pp. 325-335; Larsson, F., Runesson, K., Su, F., Variationally consistent computational homogenization of transient heat flow (2010) International Journal for Numerical Methods in Engineering, 81, pp. 1659-1686; Sýkora, J., (2010) Multiscale Modeling of Transport Processes in Masonry Structures, , Ph.D. Thesis, Czech Technical University in Prague; Krejčí, T., Šejnoha, J., Evolution of temperature and moisture fields in Charles Bridge in Prague, Computational prediction and measurements (2015) International Journal of Architectural Heritage: Conservation, Analysis, and Restoration, 9 (8), pp. 973-985; Zeman, J., Novák, J., Šejnoha, M., Šejnoha, J., Pragmatic multi-scale and multiphysics analysis of Charles Bridge in Prague (2008) Engineering Structures, 30 (11), pp. 3365-3376; Št'astná, A., Přikryl, R., Jehlička, J., Methodology of analytical study for provenance determination of marbles (2009) Journal of Cultural Heritage, 10, pp. 82-93; Přikryl, R., Št'astná, A., Contribution of clayey-calcareous silicite to the mechanical properties of structural mortared rubble masonry of medieval Charles Bridge in Prague (Czech Republic) (2010) Engineering Geology, 115, pp. 257-267; Přikryl, R., Weishauptová, Z., Novotná, M., Přikrylová, J., Št'astná, A., Physical and mechanical properties of the repaired sandstone ashlars in the facing masonry of Charles Bridge in Prague (Czech Republic) and an analytical study for the causes of its rapid decay (2011) Environmental Earth Sciences, 63 (7-8), pp. 1623-1639; Lourenço, P.B., Computations of historical masonry constructions (2009) Progress in Structural Engineering and Materials, 4 (3), pp. 301-319; Lourenço, P.B., Krakowiak, J., Fernandes, F.M., Ramos, L.F., Failure analysis of monastery of jerónimos, lisbon: How to learn from sophisticated numerical models? (2007) Engineering Failure Analysis, 14 (2), pp. 280-300; Akhaveissy, A.H., Milani, G., A numerical model for the analysis of masonry walls in-plane loaded and strengthened with steel bars (2013) International Journal of Mechanical Sciences, 72, pp. 13-27; Toesca, M., (2014) Thermo-Mechanical Analysis of Charles Bridge, , Faculty of Civil Engineering, Czech Technical University in Prague, Master thesis; Ďurana, K., Madeřa, J., Černý, R., R. Database of climatic data as a rewarding tool for inclusion of weather observations in computational service life assessments of historical buildings (2013) WIT Transactions on the Built Environment, 131, pp. 245-256","Krejci, T.; Faculty of Civil Engineering, Czech Republic",,,"Civil-Comp Press",,,,,17593433,,,,"English","Civil-Comp Proc.",Conference Paper,"Final","",Scopus,2-s2.0-85020475483
"Chady T., Manna P.","55344528400;57194409872;","Application of Electromagnetic Non-Destructive Testing Methods in Art Conservation",2017,"Studies in Applied Electromagnetics and Mechanics","42",,,"291","296",,,"10.3233/978-1-61499-767-2-291","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020025233&doi=10.3233%2f978-1-61499-767-2-291&partnerID=40&md5=d287a1f9965df13081edee33a7154335","West Pomeranian University of Technology, Szczecin, Poland; National Museum in Szczecin, Poland","Chady, T., West Pomeranian University of Technology, Szczecin, Poland; Manna, P., National Museum in Szczecin, Poland","Objects of cultural heritage must be treated with extreme care and the inspection should not cause any kind of material degradation. Electromagnetic methods of non-destructive testing (NDT) enables to achieve detailed information on internal structure of conducting and no conducting materials without any unwanted side effects. Two methods of NDT were considered as the most promising tools for such application: a digital radiography and a terahertz imaging. Results of inspection carried out for two objects are presented. © 2017 The authors and IOS Press. All rights reserved.","Art inspection; Digital radiography; Terahertz imaging","Bridge decks; Inspection; Materials testing; Radiography; Testing; Conducting materials; Cultural heritages; Digital radiography; Electromagnetic methods; Electromagnetic nondestructive testing; Material degradation; Non destructive testing; Terahertz imaging; Nondestructive examination",,,,,,,,,,,,,,,,"Sun, Y., Sy, M.Y., Wang, Y.-X.J., Ahuja, A.T., Zhang, Y.-T., Pickwell-MacPherson, E., A promising diagnostic method: Terahertz pulsed imaging and spectroscopy (2011) World Journal of Radiology, 3 (3), pp. 55-65; Nagatsuma, T., Terahertz technologies: Present and future (2011) IEICE Electronics Express, 8 (14), pp. 1127-1142; Siegel, P.H., THz technology: An overview (2003) International Journal of High Speed Electronics and Systems, 13 (2), p. 351. , http://dx.doi.org/10.1142/S0129156403001776, June; Chady, T., Gorący, K., Łopato, P., Image and signal processing algorithms for THz imaging of composite materials (2009) Conference - Review of Progress in Quantitative NDE, , University of Rhode Island, Kingston, USA 26-31.07; Molloy, J.F., Naftaly, M., (2013) Terahertz Characterization of Textiles, p. 1. , 2013 6th UK, Europe, China Millimeter Waves and THz Technology Workshop (UCMMT); Dunayevskiy, I., Bortnik, B., Geary, K., Lombardo, R., Jack, M., Fetterman, H., Millimeter- and submillimeter-wave characterization of various fabrics (2007) Appl. Opt., 46 (24), pp. 6161-6165; Dandolo, C.L.K., Jepsen, P.U., Christensen, M.C., Characterization of european lacquers by terahertz (THz) reflectometric imaging (2013) IEEE Proceedings of the 1st Digital Heritage International Congress (DigitalHeritage), 1, p. 8994. , IEEE, 2013","Chady, T.; West Pomeranian University of TechnologyPoland; email: tchady@zut.edu.pl","Ribeiro A.L.Ribeiro A.L.Ramos H.G.Ramos H.G.",,"IOS Press",,,,,13837281,9781614997665,,,"English","Stud. Appl. Electromagn. Mech.",Article,"Final","",Scopus,2-s2.0-85020025233
"Wiederholz C., Fernandez L.","57194200780;56645722600;","Reconstructing History: Redesigning Historic Bridges to Meet Today's Greater Demands",2017,"Structures Congress 2017: Bridges and Transportation Structures - Selected Papers from the Structures Congress 2017",,,,"108","117",,,"10.1061/9780784480403.011","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019135305&doi=10.1061%2f9780784480403.011&partnerID=40&md5=c1e2b74aec54ea651e18904070b7a14c","50 West 23rd St., New York, NY  10010, United States","Wiederholz, C., 50 West 23rd St., New York, NY  10010, United States; Fernandez, L., 50 West 23rd St., New York, NY  10010, United States","When you hear ""Mushroom Bridge"", you may very well think of Mario Kart. But it is also the nickname of a portion of the Crane Road Bridge, a nearly century-old crossing in north suburban New York City. Comprising two bridges, it carries the Bronx River Parkway through a forest preserve in the Village of Scarsdale and the Town of Greenburgh in Westchester County. The southern bridge is a multi-span concrete bridge (the Mushroom Bridge portion) that crosses the Bronx River, while the northern bridge is a single-span steel through-girder bridge that crosses the two-track Metro-North Railroad Harlem Line (accordingly called the MNR Bridge). In this project, the historic bridges are replicated to preserve the community while improving pedestrian use, access and enhancing the roadway geometry. © 2017 ASCE.",,"Civil engineering; Transportation; Girder bridges; Historic bridges; Multi-spans; New York city; Pedestrian use; Road bridge; Roadway geometry; Bridges",,,,,,,,,,,,,,,,"Branch, A., (2016) County Completes Repairs to Scarsdale's Crane Road Bridge, , http://patch.com/new-york/scarsdale/county-completesrepairs-scarsdales-crane-road-bridge-0, Scarsdale Patch, (January 5, 2016)",,"Soules J.G.","The Structural Engineering Institute (SEI) of the American Society of Civil Engineers","American Society of Civil Engineers (ASCE)","Structures Congress 2017","6 April 2017 through 8 April 2017",,127394,,9780784480403,,,"English","Struct. Congr.: Bridges Transp. Struct. - Sel. Pap.Struct. Congr.",Conference Paper,"Final","",Scopus,2-s2.0-85019135305
"Wang G.H., Liu X.Y., Wei C.L., Shen L., Jiang T.X.","55738644900;57192258661;12802958300;56990597400;57213458963;","Effect of overlaid pavement on transverse load distribution in existing assembly slab bridges",2017,"Journal of Engineering Science and Technology Review","10","1",,"148","154",,,"10.25103/jestr.101.20","https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017383707&doi=10.25103%2fjestr.101.20&partnerID=40&md5=969a799eb76390eaa5f3917a38b94e23","School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha, 410076, China; The College of Civil Engineering and Architecture, Hunan Institute of Science and Technology, Yueyang, 414000, China; Department of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, LA  70803, United States","Wang, G.H., School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha, 410076, China, The College of Civil Engineering and Architecture, Hunan Institute of Science and Technology, Yueyang, 414000, China; Liu, X.Y., School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha, 410076, China; Wei, C.L., School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha, 410076, China; Shen, L., School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha, 410076, China, Department of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, LA  70803, United States; Jiang, T.X., School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha, 410076, China","The bearing capacity of old assembly slab bridges is reduced by component cracking, material aging, and structural damage. To avoid excessive dismantling of bridges with inadequate bearing capacity, the influence mechanism of overlaid pavement on existing assembly slab bridges was analyzed by theoretical analysis and numerical simulation in this study. The basic equation for assembly slab bridges was established by considering the bending resistance and shearing resistance of the overlaid pavement and based on the fundamental principle of force method. The formula for the vertical coordinate of the influence line of the transverse load distribution (TLD) was constructed using a half-sine unit load. On this basis, the variations in the vertical coordinate with rigidity, slab width, and bridge span were analyzed. Moreover, the influences of the overlaid layer thickness on assembly slab bridges with different spans (13, 16, and 20 m) were analyzed. Results show that the overlaid pavement can significantly affect the influence line of the TLD. The influence of the overlaid pavement on the TLD factor should be taken into account for assembly slab bridges with spans of 16 m or smaller. However, such influence is negligible for bridges with spans of 20 m or larger. The overlaid pavement can increase structural integrity and reduce the TLD factor to some extent. But an overlaid pavement thickness of more than 20 cm only slightly influences the TLD factor. The study can meet the demand of reconstruction of old bridges based on overlaid pavement. The proposed method solves issues related to the low bearing capacity of these old assembly slab bridges. © 2017 Eastern Macedonia and Thrace Institute of Technology.","Assembly slab bridges; Bridge deck pavement; Bridge engineering; Transverse load distribution factor","Aging of materials; Bearing capacity; Electric power plant loads; Pavements; Bridge deck pavements; Bridge engineering; Fundamental principles; Influence mechanism; Shearing resistance; Slab bridges; Transverse load distributions; Vertical coordinates; Bridges",,,,,,,,,,,,,,,,"William, G.W., Shoukry, S.N., Riad, M.Y., Monitoring of longitudinal cracks in an empirically designed reinforced concrete bridge deck (2011) Bridge Structures, 7 (4), pp. 139-149; Gomes, W.J.S., Beck, A.T., Optimal inspection and design of onshore pipelines under external corrosion process (2014) Structural Safety, 47 (2), pp. 48-58; Luckai, J., Polak, M.A., Walbridge, S., A methodology for evaluating the effects of spalling on the structural capacity of reinforced concrete bridge girders (2014) Canadian Journal of Civil Engineering, 41 (3), pp. 197-205; Wang, G.H., Liu, X.Y., Wei, C.L., Wang, W.W., Shen, L., Jiang, T.X., Incremental Loading Balance Method for the Widening and Reinforcement Design of Old Beam Bridges (2016) Journal of Engineering Science and Technology Review, 9 (5), pp. 182-188; Yi-Qiang, X., Cheng, X., Lin-Hai, S., Spatial Behavior and Strengthening Analysis of Fabricated PC Hollow Slab Beam Bridge with Hinge Joints (2012) Journal of Southeast University ( Natural Science Edition ), 42 (4), pp. 734-738; Yang-Zi, L., Qiao, H., Yuan, R., Reconsidering of Transverse Distribution of Beam-slab Bridge and Problems in Reinforcement (2008) Journal of Highway and Transportation Research and Development, 25 (8), pp. 82-86; Huaxi, Z., Guoliang, W., Hongchang, W., Systemic Research on the Reinforce Method of Externally-bonded Deck Slab (2006) Journal of Highway and Transportation Research and Development, 23 (4), pp. 87-90; Stiller, W.B., Gergely, J., Rochelle, R., Testing, Analysis, and Evaluation of a GFRP Deck on Steel Girders (2006) Journal of Bridge Engineering, 11 (4), pp. 394-400; Natário, F., Ruiz, M.F., Muttoni, A., ""Experimental investigation on fatigue of concrete cantilever bridge deck slabs subjected to concentrated loads (2015) Engineering Structures, 89, pp. 191-203; Edalatmanesh, R., Newhook, J.P., Behavior of Externally Restrained Noncomposite Concrete Bridge Deck Panels (2012) ACI Structural Journal, 109 (2), pp. 161-169; Kim, H.Y., Jeong, Y.J., Ultimate strength of a steel-concrete composite bridge deck slab with profiled sheeting (2010) Engineering Structures, 32 (2), pp. 534-546; Namy, M., Charron, J.P., Massicotte, B., Structural behavior of cast-inplace and precast concrete barriers subjected to transverse static loading and anchored to bridge deck overhangs (2015) Canadian Journal of Civil Engineering, 42 (2), pp. 120-129; Zhang, W., Cai, C.S., Pan, F., Nonlinear fatigue damage assessment of existing bridges considering progressively deteriorated road conditions (2013) Engineering Structures, 56 (56), pp. 1922-1932; Saadeghvazirima, H., 'Transverse Cracking of Concrete Bridge Decks Effects of Design Factors' (2005) Journal of Bridge Engineering, 10 (5), pp. 511-519; Kim, T.W., Baek, J., Lee, H.J., Lee, S.Y., Effect of pavement design parameters on the behaviour of orthotropic steel bridge deck pavements under traffic loading (2014) International Journal of Pavement Engineering, 15 (5), pp. 471-482; Guo-Bin, T., Yi-Qiang, X., Pin-Wu, G., Effect of Deck Pavement on Mechanical Performance of Medium-span and Short-span Bridges (2010) Journal of Highway and Transportation Research and Development, 27 (12), pp. 94-98; Da-Wei, L., Zhuo-Ya, Y., Xiong-Wei, S., Load test efficiency for girder bridges with short or medium span (2013) Journal of Chang'an University (Natural Science Edition), 33 (6), pp. 59-67; Hua, L., Jian-Shu, Y., Bo, Y., Calculation method of transversal distribution factor for bridge load (2009) Journal of Traffic and Transportation Engineering, 1 (9), pp. 62-66; Min-Qiang, W., Fei, X., Heng, Z., Method of Calculation of Transverse load distribution influence Line for an Articulated Slab Girder Bridge (2001) Engineering Journal of Wuhan University, 37 (4), pp. 68-72; Ying-Heng, W., Jun-Ping, Z., Research on force behavior influenced by deck pavement to the simply supported hollow slab (2011) Journal of Guangzhou University (Natural Science Edition), 10 (1), pp. 60-64; Guohao, L., Dong, S., (1987) Calculation of Transverse load distribution For Highway Bridges, , 2nd Edition Beijing: China Communications Press","Wang, G.H.; School of Civil Engineering and Architecture, China; email: wgh325@126.com",,,"Eastern Macedonia and Thrace Institute of Technology",,,,,17919320,,,,"English","J. Eng. Sci. Technol. Rev.",Article,"Final","All Open Access, Gold",Scopus,2-s2.0-85017383707
"Pavelka K., Faltynova M., Matouškova E., Šedina J.","56540956600;55349342800;56556512100;56951188700;","Deformation measurement and using of GPR on the charles bridge in Prague",2017,"Advances and Trends in Engineering Sciences and Technologies II - Proceedings of the 2nd International Conference on Engineering Sciences and Technologies, ESaT 2016",,,,"817","822",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016577512&partnerID=40&md5=e4b8627f83629eb73162d2146c795c73","Department of Geomatics, Faculty of Civil Engineering, Czech Technical University in Prague, Prague, Czech Republic","Pavelka, K., Department of Geomatics, Faculty of Civil Engineering, Czech Technical University in Prague, Prague, Czech Republic; Faltynova, M., Department of Geomatics, Faculty of Civil Engineering, Czech Technical University in Prague, Prague, Czech Republic; Matouškova, E., Department of Geomatics, Faculty of Civil Engineering, Czech Technical University in Prague, Prague, Czech Republic; Šedina, J., Department of Geomatics, Faculty of Civil Engineering, Czech Technical University in Prague, Prague, Czech Republic","A constructional and a historical research including assessment of protected buildings state are essential parts of cultural heritage preservation. Currently, there is a number of non-invasive techniques that open up new possibilities of expanding the constructional and historical survey of architectural monuments, including stone structures. Non-invasive methods can be used to identify priorities and to prepare documents for the restoration and reconstruction of the object. Combination of several methods seems to be very useful in this case. In proposed article a deformation of two arches of the Charles Bridge in Prague using laser scanning and photogrammetry is described. As a non-destructive method GPR (Ground Penetrating Radar) for internal structures monitoring is shown. Results from the on-site measurements and measurement analysis are the major themes of this paper. © 2017 Taylor & Francis Group, London, UK.",,"Arch bridges; Deformation; Geological surveys; Historic preservation; Nondestructive examination; Noninvasive medical procedures; Surveys; Cultural heritage preservation; Deformation measurements; GPR (ground penetrating radar); Historical research; Nondestructive methods; Noninvasive technique; On-site measurement; Restoration and reconstruction; Ground penetrating radar systems",,,,,,,,,,,,,,,,"(2011) U.S. Environmental Protection Agency, , http://www.epa.gov/esd/cmb/GeophysicsWebsite/pages/reference/methods/Surface:Geophysical_Methods/Electromagnetic_Methods/Ground-Penetrating_Radar.htm, accessed Aug 25, 2014; Hanzalova, K., Pavelka, K., Using radar data in archaeological sites (2014) 14Th International Multidisciplinary Scientific Geoconference SGEM 2014, Conference Proceedings Vol. III, 3, pp. 315-322. , Sofia: STEF92 Technology Ltd, ISSN 1314-2704. ISBN 978-619-7105-12-4; Neal, A., Ground-penetrating radar and its use in sedimentology: Principles, problems and progress (2004) Earth-Sci. Rev, (66), pp. 261-330; Pavelka, K., Pavlik, M., Řezniček, J., The Chateau Chapel in Smirice: The Uses and Limits of Modern Technology in the Analysis of Architectural Composition and the Question of Authorship, , Uměni.2013, roč. 61, č. 1, čl. č. 2, s. 23-+. ISSN 0049-5123. (in Czech); Pavelka, K., Řezniček, J., Bila, Z., Prunarova, L., Non Expensive 3D Documentation and Modelling of Historical Object and Archaeological Artefacts by Using Close Range Photogrammetry (2013) Geoinformatics, 2013 (10), pp. 53-66. , ISSN 1802-2669; Pešta, J., (2012) Zkoumani Historickych Staveb, , Narodni pamatkovy ustav: Praha; Perez-Gracia, V., Caselles, J.O., Clapes, J., Martinez, G., Osorio, R., Non-destructive analysis in cultural heritage buildings: Evaluating the Mallorca cathedral supporting structures (2013) NDT & E International, (59), pp. 40-47; Přikryl, R., Jaky přirodni kamen vybrat pro opravu Karlova mostu? (2004) Oprava Karlova Mostu, 1, pp. 50-54; Reynolds, J.M., (2011) An Introduction to Applied and Environmental Geophysics, , 2nd ed.; John Wiley & Sons Ltd.: Chichester; Řezniček, J., Pavelka, K., Photogrammetrical measuring of the dynamical deformation of the joint and the column web panel at elevated temperature (2010) Proceedings of 31St ACRS Conference. Hanoi: ACRS, 1, pp. 1859-1863. , ISBN 978-1-61782-397-8; Weber, J., Kohler, W., Bayer, K., Stone material and construction history of the main portal of Saint Weber, J., Kohler, W., Bayer, K. 1996. Stone material and construction history of the main portal of Saint Stephan’s Cathedral: Non-destructive measurements (1996) Proceedings of 5Th International Conference on Non-Destructive Testing, Microanalytical Methods and Environmental Evaluation for Study and Conservation of Works of Art, , Budapest",,"Al Ali M.Platko P.","","CRC Press/Balkema","2nd International Conference on Engineering Sciences and Technologies, ESaT 2016","29 June 2016 through 1 July 2016",,189459,,9781315393827,,,"English","Adv. Trends Eng. Sci. Tech. Proc. Int. Conf. Eng. Sci. Tech.",Conference Paper,"Final","",Scopus,2-s2.0-85016577512
"Rebollo G.M.","57203557445;","The San Miguel arch-bridge, magic in Huesca of 1912. Modernist monument, pioneer of reinforced concrete, the work of engineer Gabriel Rebollo Canales [El puente-arco de San Miguel, magia en la Huesca de 1912 Monumento modernista, pionero del hormigón armado, obra del ingeniera de Caminos Gabriel Rebollo Canales]",2017,"Revista de Obras Publicas","164","3583",,"50","73",,,,"https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015261229&partnerID=40&md5=a5b2000e1b889886dfdbc1e61e725a26","Arquitecto, Spain","Rebollo, G.M., Arquitecto, Spain","This article presents the work of the engineer Gabriel Rebollo Canales (1874-1941) and particularly his modernist San Miguel Bridge in the city of Huesca. A dossier presented by the author urging the authorities to correct a serious error in their Decree of 2006, declaring the monumental bridge a &quot;cultural heritage site&quot;, and subsequently corrected by the Regional Government of Aragon in 2013, serves as the basis for this detailed study of the engineer&#39;s professional career.",,"Biographies; Employment; Engineers; Professional aspects; Reinforced concrete; Cultural heritages; Professional careers; Regional government; San miguel; Arch bridges",,,,,,,,,,,,,,,,"Burgos Núñez, A., (2009) 'Los Orígenes del Hormigón Armado' en España, , M° de Fomento Cedex-Cehopu; Salillas, C., Alvira Banzo, F., (2005) El Círculo Oscense: Cien Años de Historia, 1904-2004, y Arte y Sociedad - Actuaciones Urbanísticas 1833-1936, , Ma. J. Ayuntamiento, y Diputación, de Huesca; Cárcamo Martínez, J., (2012) Patrimonio Industrial en el País Vasco, , Fábrica de Harinas Ceres. Col. Aparejadores y AT. de Vizcaya; De Las Casas Gómez, A., (2012) Andalucía; Guía de Obras Públicas, , Colegio de Ing. de Caminos; Donaire, A., Adavid, F., (1975) De Venturi a Eisenman, , A. U. Granada. E.T.S.A. Urbanística III; Ferrer Marsal, J., (1999) El Puerto de Denia, Una Ilusión de Progreso, , Generalidad Valenciana; Generelo, J.J., (2004) Huesca Siglo XIX; la Ciudad Dividida, la Ciudad Soñada, , Gobierno de Aragón. Departamento de Educación, Cultura y Deporte; Huerta Hernández, S., El Cálculo de Estructuras en la Obra de Gaudí; Laborda Nieva, J., (1997) Huesca: Guía de Arquitectura - Arcquitectural Guide, , C. Ahorros de la Inmaculada de Aragón; Lacasa Navarro, T., (1899) Proyecto de la Carretera 3° Orden Bolea a Aguas, Ramai de Apiés a Huesca, , Jefatura Provincial de OP de Huesca, No legajo 269; Martín-Nieva, H., (2000) La Introducción del Hormigón Armado en España: Las Primeras Patentes Registradas en Este País, , Madrid: Instituto Juan de Herrera; Monterde, E., (1911) Carretera de Huesca a la Estación de Sabiñánigo, , Trozo 1°. Proyecto de variación de emplazamiento del puente sobre el río Isuela el origen del trozo y reformado general comparativo del mismo. J. P. de OP, Huesca, legajo 264 bis; Feliciano, N., Revista de Obras Públicas; Navarro Vera, J.R., El Puente Moderno en España, 1850-1950. La Cultura Técnica y Estética de Los Ingenieros; Nuere, E., (1985) La Carpintería de Lo Blanco; Lectura Dibujada del Primer Manuscrite de Diego López de Arenas, , Ministerio de Cultura; Peel, C., Vique, L., (2009) La Imagen del Hormigón Armado HA! 1893-1936, , M° de Fomento; Peña Amaro, A., Díaz López, J., Daroca Bruño, F., (1999) José Rebollo Dicenta, , Arquitecto. Demarcación de Córdoba del C. O. Arquitectos de Andalucía Occidental; Gorostiza, R., Vara, M., (2008) Las Ideas Económicas de Los Ing, , de Caminos: La Rop (1853-1936) Pags 27 y 28. Universidad Complutense de Madrid; Rebollo Canales, G., Revista de Obras Públicas; Ribera, J.E., (1925) Puentes de Fábrica y Hormigón Armado, , Fundación Juanelo Turriano; Da Rocha Aranda, O., (2009) El Modernismo en la Arquitectura Madrileña, , C. S°. de I.C; Romero Muñoz, D., Comisaria exposición 'Puentes Arco en España' (2012) CEHOPU; Sáez Ridruejo, F., Los Fundadores del Cuerpo. Revista de Obras Públicas; Sáez Sanz, A., Gabriel Rebollo y sus Puentes norteños (2012) Reseña Catalogo Exposición 'Puentes Arco en España', , CEHOPU; Seser Pérez, R., (1998) Arxiu del Port. Denia (1836-1969), , Ayuntamiento de Denia; Torroja, E., (1960) Razón y Ser de Los Tipos Estructurales, , Inst, de Construcción y del Cemento","Rebollo, G.M.; ArquitectoSpain",,,"Colegio de Ingenieros de Caminos Canales y Puertos",,,,,00348619,,RVOPA,,"English; Spanish","Rev Obras Publicas",Review,"Final","",Scopus,2-s2.0-85015261229