Response of a multi-storey steel composite building with concentric bracing under consecutive column removal scenarios

被引：32
|
作者：
Fu, Feng [1 ]
机构：
[1] Univ Bradford, Sch Engn Design & Technol, Bradford BD7 1DP, W Yorkshire, England
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2012年 / 70卷
关键词：
Progressive collapse; Connection; Finite element; Modelling; PROGRESSIVE COLLAPSE;
D O I：
10.1016/j.jcsr.2011.10.012
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this paper, a 3-dimensional finite element modelling technique developed by the author was used to analyse the progressive collapse of multi-storey buildings with composite steel frames. The nonlinear dynamic analysis procedure was performed to examine the behaviour of the building under consecutive column removal scenarios. The response of the building was studied in detail and the measures to mitigate progressive collapse in future designs were also recommended. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码：115 / 126
页数：12
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