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分析汶川“5?12”震害探求房屋“大震不倒”途径
引用本文:马宝民.分析汶川“5?12”震害探求房屋“大震不倒”途径[J].震灾防御技术,2009,4(1):1-11.
作者姓名:马宝民
作者单位:清华大学建筑设计研究院,北京,100084
基金项目:本文大部分照片由四川省建设厅向学、田文、赵仕兴、黄世凯、王德华提供,在此深表感谢!
摘    要:本文围绕“大震不倒”主题,对汶川“5.12”特大地震震害进行了分析探究。文中涉及“大震不倒”设防目标、研究方法、房屋倒塌的震害特点等问题;对倒塌房屋分为薄弱层垮塌、沿开问垮塌、不规则体型垮塌3种类型进行了讨论,分析了垮塌的原因并提出了看法;同时还对“强梁弱柱”现象做了分析。最后,扼要对混凝土框架结构和砖混结构提出“大震不倒”的建议性意见。

关 键 词:薄弱层倒塌  沿开间垮塌  网格墙  强梁弱柱
收稿时间:2008/11/27 0:00:00

Investigation and Revelation of the Building Destruction of "5.12" Wenchuan Earthquake
Ma Baomin.Investigation and Revelation of the Building Destruction of "5.12" Wenchuan Earthquake[J].Technology for Earthquake Disaster Prevention,2009,4(1):1-11.
Authors:Ma Baomin
Institution:Architectural Design & Research Institute Tsinghua University, Beijing 100084, China
Abstract:Through investigating the building destruction in "5.12" Wenchuan earthquake, this paper focus on the anti-collapse design for strong earthquake. The issues discussed in the paper includes seismic fortification criterion, research methods, and the characteristic of earthquake which made causes collapse. The matters of weak story collapse, weak-bay collapse, irregular building collapse and "strong beam and weak column", are also involved in. Finally, some suggestions of anti-collapse design for strong earthquake are proposed.
Keywords:Weak story  Weak-bay  Grillage shear walls  Strong beam and weak column
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