Vulnerability of structural systems

被引:145
作者
Agarwal, J [1 ]
Blockley, D [1 ]
Woodman, N [1 ]
机构
[1] Univ Bristol, Dept Civil Engn, Bristol BS8 1TR, Avon, England
基金
英国工程与自然科学研究理事会;
关键词
vulnerability; robustness; structural form; damage assessment; disproportionate failure; progressive collapse;
D O I
10.1016/S0167-4730(02)00068-1
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A structure is vulnerable if relatively small damage leads to disproportionately large consequences. A structure which is unacceptably vulnerable in any one way is not acceptably robust. A theory of structural vulnerability has been previously reported by the authors. The purpose of the theory is to identify particular failure scenarios by analysing the connectivity of the structural form. In this paper vulnerability theory is applied to three-dimensional frames and, in a preliminary way, to structural dynamics which is crucially important in assessing impact damage in for example progressive collapse. The concepts are illustrated through examples. The vulnerable failure scenarios may then be examined by conventional response analysis and/or by systems reliability theory and risk assessment. The theory is also applicable to structural damage assessment or-for assessing structures under unforeseen terrorist attack. (C) 2003 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:263 / 286
页数:24
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