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原文传递 Advances in Computational Simulation of Gravity-Induced Disproportionate Collapse of RC Frame Buildings
题名: Advances in Computational Simulation of Gravity-Induced Disproportionate Collapse of RC Frame Buildings
其他题名: Agarwal,J.,Blockley,D.,and Woodman,N.(2003)."Vulnerability of structural systems."Struct.Saf.,25(3),263-286.
正文语种: 英文
作者: Sashi K. Kunnath
关键词: proportion;simulation;development;advance;modeling;building;connection;components;lapse;resolve
摘要: Current methods and practices for modeling and numerical simulation of disproportionate collapse of reinforced concrete (RC) frame buildings are reviewed. Modeling advances at the component, connection, and system levels for large-deformation analyses and the consideration of relevant failure modes are summarized. However, the review excludes advances in meso and micro-scale approaches for explicitly modeling material failure. The advances discussed in the paper focus primarily on the alternate path method, in which collapse resistance is assessed by the ability of systems to find alternate load paths following the sudden loss of a structural member. Experimental and field testing of components, frames, and complete building systems are examined within the context of facilitating model validation. Finally, some recent developments in robustness assessment of buildings against disproportionate collapse are presented. The paper concludes with a list of unresolved issues and needed developments to enable accurate simulation of disproportionate collapse of RC frame structures.
出版年: 2018
论文唯一标识: P-26Y2018V144N02002
英文栏目名称: ANNIVERSARY PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0001938
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 02
页码: 1-18
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