Progressive collapse potential of a typical steel building due to blast attacks

被引:78
作者
Elsanadedy, H. M. [1 ]
Almusallam, T. H. [1 ]
Alharbi, Y. R. [1 ]
Al-Salloum, Y. A. [1 ]
Abbas, H. [1 ]
机构
[1] King Saud Univ, Dept Civil Engn, MMB Chair Res & Studies Strengthening & Rehabil S, Riyadh 11421, Saudi Arabia
关键词
Progressive collapse; Steel building; Blast load; LS-DYNA; FE analysis; WORLD-TRADE-CENTER; FRAMES; RESISTANCE;
D O I
10.1016/j.jcsr.2014.05.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The recent terrorist attacks all around the world and the evidence of the threats found especially in the Kingdom of Saudi Arabia have prompted the concerned authorities to address the risks to the critical infrastructure of the Kingdom. Understanding of the progressive collapse mechanism is an essential step to protect buildings against blast attacks. Buildings are very vulnerable to progressive collapse if one or more columns are lost due to extreme loadings. It is also important to study the likelihood of progressive collapse of buildings in Riyadh to avoid catastrophic events. The paper presents progressive collapse analysis of a typical multi-storey steel framed building in Riyadh to establish its vulnerability when subjected to accidental or terrorist attack blast scenarios. A commercial finite element (FE) package (LS-DYNA) was used to simulate the building response under blast generated waves. The numerical modeling was validated using the results of a published example of tubular steel beam subjected to blast load. Based on the FE analysis results, recommendations are given to mitigate (or control) the progressive collapse potential of steel buildings. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:143 / 157
页数:15
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