P-Delta Effects on Tall Concrete Buildings
Description
P-delta effect is the secondary moment which is produced by wind or seismic effects. For tall reinforced concrete building the P-delta effects have a significant role on building stability, because in many cases it has been seen that the collapse of tall buildings is a function of slenderness and secondary order effects. One of the very important parts which has effects on these types of buildings is P-delta, which has significant effect on building stability and ductility during the design based on seismic or wind. In this research paper it will be seen that P-delta effect is an important phenomenon for structure stability, axial force, shear capacity, story drift, maximum displacement and moment. If the P-Delta effect does not include in analysis and design phase, if resulted, the structure based on its self-weight and secondary moment may damage in many parts of the building or even collapse of structure that it will occur during seismic or wind load. Due to complexity and low knowledge of P-Delta analysis, designers, engineers and architectures are prone to perform linear static analysis which may eventually become a cause of catastrophic collapse of the tall structure.
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P-Delta Effects on Tall Concrete Buildings using Etabs 201628072021082008.pdf
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Additional details
References
- [1] J. C. M. Cormac, Design of Reinforced Cocrete, Collifornia: Library of Congress Cataloging, 2016. [2] P-Delta Effects, ASCE Standard (7-10), 2010. [3] Iranian Building Code for Concrete Structures, 2013. [4] M.Maillic, "Influence of P-Delta Effects in Tall Buildings," International Research Journal of Engineering and Tecknology, vol. 04, no. 02, p. 3, 2017. [5] NIST, Nonlinear Structure Analysis for Seismic Design, 2010. [6] NIST, Applicability of Nonlinear Multiple-Degree-of-Freedom for Design, 2010. [7] PEER, Guidline for Performance Based Design of Tall Buildings, pacific Earthquake Engineering Research Center, University of California, Berkeley, 2010. [8] PEER, Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings, 2010. [9] Selection and Scaling Earthquake Ground Motion for Performance Response, National Institute of Science and Technology, 2011. [10] FEMA. Recommended Seismic Provisions for New Buildings and Othengton. DCr Structures (FEMA P-750), Federal Emergency Management Agency, Wash, 2016. [11] ASCE 7-10: Minimum Design Loads for Buildings and Other Structures, American Society of Civil, 2011. [12] Seismic Rehabilitation of Existing Buildings (ASCE/SEI 41-13), in, American Society of Civil Engineers, 2013. [13] Requirements and Guidelines for the Seismic Design of New Tall Buildings Using Non-Prescriptive, 2013. [14] An Alternative Procedure for Seismic Analysis and Design of Tall Buildings Located in The Los, 2014. [15] 2015 NEHRP Recommended Provisions for New Buildings and Other Structures (FEMA P-1050),, 2015. [16] Concrete Frame Design Manual ACI code (318-14), 2014. [17] Adam.S, "Interaction of Toorsion and P-delta Effects in Tall Buildings," International Journal of Research in Engineering and Technology, vol. 05, no. 11, p. 195, 2014. [18] ASCE standard for Seismic effects on Buildings, 2012. [19] American Institute of Steel Construction, for Eccentric Frames Analysis and design, 2014. [20] American Concrete Institute for Design of Reinforced Concrete Structures, 2017. [21] R. Gaitti, "Influence of P-delta Effects on Reinforced Concrete Buildings," International Journal of Engineering and Technology, vol. 04, no. 02, p. 02, 2017. [22] F. Flores, F. Charney, D. Lopez-Garcia, The Influence of Gravity Column Continuity on Seismic Performance, 2016. [23] F.X. Flores, F.A. Charney, D. Lopez-Garcia, Influence of The Gravity Framing System on Collapse, 2014. [24] FEMA 350, Recommended Seismic Design Criteria For New Steel Moment-Frame Buildings, FEMA 350 Report., 2013. [25] IBC-ASCE (7-11), International Building Code and American Soceity of Civil Engineering, 2011.