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建筑结构连续倒塌性能研究进展
引用本文:杨涛, 陆艺. 建筑结构连续倒塌性能研究进展[J]. 力学与实践, 2016, 38(6): 612-618,623. doi: 10.6052/1000-0879-15-197
作者姓名:杨涛  陆艺
作者单位:1. 广西大学土木建筑工程学院, 南宁 530004; 2. 广西防灾减灾与工程安全重点实验室, 南宁 530004
摘    要:在爆炸、撞击等偶然载荷作用下,建筑结构中部分关键承重构件失效可能导致后果极为严重的结构整体连续倒塌破坏.本文对国内外建筑结构连续倒塌性能的试验研究和理论分析成果进行了总结,分析了结构倒塌过程中的各种抵抗机制及其对结构抗倒塌性能的贡献,对现有的结构抗连续倒塌设计与研究方法进行了评述,并对结构抗倒塌性能的研究进行了展望.

关 键 词:连续倒塌   悬链线机制   膜效应   Vierendeel效应   评估方法
收稿时间:2015-07-16
修稿时间:2015-08-11

RESEARCH ADVANCES OF PROGRESSIVE COLLAPSE OF BUILDING STRUCTURES
YANG Tao, LU Yi. RESEARCH ADVANCES OF PROGRESSIVE COLLAPSE OF BUILDING STRUCTURES[J]. Mechanics in Engineering, 2016, 38(6): 612-618,623. doi: 10.6052/1000-0879-15-197
Authors:YANG Tao  LU Yi
Affiliation:1. College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China; 2. Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning 530004, China
Abstract:The failure of some critical bearing members in building structures caused by accidental loads such as explosion and impact could trigger a devastating progressive collapse of the global structures. This paper reviews the experimental and theoretical research results on the progressive collapse of building structures, and the resistance mechanisms during the collapse as well as the their contributions to the collapse resistance. The current design and assessment methods are discussed. Finally, the prospective research directions on the structural collapse are highlighted.
Keywords:progressive collapse  catenary mechanism  membrane action  Vierendeel action  assessment method
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