Behaviour of high rise irregular plan steel building in progressive failure due to sudden column removal
- 1. Faculty of Engineering at Mataria, Helwan University, Cairo, Egypt
Description
Abstract: Progressive failure can be described as step-by-step failure in building caused by the sudden loss of one or a few structural elements, which generates a chain reaction of failures for the adjacent structural elements, which leads to the entire structure failing. One of the factors that can amplify the damage caused by progressive failure is building irregularity. Three dimensional modeling, using the finite element method was developed to investigate the progressive failure of high rise irregular plan building consist of 30 storey with rigid moment resisting steel frames. Non-linear dynamic analysis is carried out following GSA guidelines using ABAQUS software. The modeling techniques were described in detail. The obtained numerical results are compared with experimental data and good agreement is attained. Using this model, the structural behavior of the building under the sudden columns loss for different scenarios of column removal were assessed in detail.
Keywords: Progressive failure; Nonlinear dynamic analysis; High rise steel building; Finite element; Column removal.
Title: Behaviour of high rise irregular plan steel building in progressive failure due to sudden column removal
Author: Mohamed Basel Emara, Sameh Moustafa Gaawan, Mahmoud Shahat Mahmoud, Mohamed Mohamed Yahia
International Journal of Civil and Structural Engineering Research
ISSN 2348-7607 (Online)
Vol. 10, Issue 1, April 2022 - September 2022
Page No: 99-109
Research Publish Journals
Website: www.researchpublish.com
Published date: 12-June-2022
DOI: https://doi.org/10.5281/zenodo.6635695
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References
- [1] Griffiths, H., Pugsley, A., Saunders, O. 1968. Report of inquiry into the collapse of flats at Ronan Point, Canning Town. Ministry of Housing and Local Government. Her Majesty's Stationary Office. London, United Kingdom.
- [2] CORLEY, W. G., SOZEN, M. A., THORNTON, C. H. & MLAKAR, P. F. 1996. The Oklahoma City bombing: improving building performance through multi-hazard mitigation. FEMA report 277: Federal Emergency Management Agency Mitigation Directorate.
- [3] Carlos Antonios Vidalis (2014). Improving the resistance to progressive collapse of steel and composite frames. Ph. D. thesis, Department of Civil and Environmental Engineering, Imperial College London.
- [4] ASCE. SEI/ASCE 7-10, Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, Washington DC, 2010.
- [5] GSA. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. The US General Services Administration; 2003.
- [6] GSA. 2013. Alternate Path Analysis and Design Guidelines for Progressive Collapse Resistance. General Services Administration (GSA). Washington, D.C.
- [7] Unified Facilities Criteria (UFC)-DoD. Design of buildings to resist progressive collapse. Department of Defense; 2005.
- [8] Unified Facilities Criteria (UFC)-DoD. Design of buildings to resist progressive collapse. Department of Defense; 2009.
- [9] Astaneh-Asl A. Progressive collapse prevention in new and existing buildings. 2003. p. 1001–8
- [10] NIST. Best Practices for Reducing the Potential for Progressive Collapse in Buildings. Gaithersburg, MD, USA: National Institute of Standard and Technology;2006.
- [11] Kim J, Hwang JS. Effect of catenary action on collapse of steel frames. Proceedings of Euro steel. Austria: Graz; 2008.
- [12] Khandelwal, K., El-Tawil, S. and Sadek, F. (2009) Progressive collapse analysis of seismically designed steel braced frames. Journal of Constructional Steel Research, 65: (3): 699-708.
- [13] Kim J, An D. Evaluation of progressive collapse potential of steel moment frames considering catenary action. Struct. Design Tall Spec. Build. 2009;18:455–65.
- [14] Feng, F. (2009) Progressive collapse analysis of high-rise building with 3-D finite element modelling method. J Constr Steel Res, 65: 1269–1278.
- [15] Junling, C., H. Xin, M. Renle, and H. Minjuan. 2012. "Experimental study on the progressive collapse resistance of a two-story steel moment frame." J. Perform. Constr. Facil. 26 (5): 567–575.