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地下结构震害类型及机理研究
引用本文:王秀英,刘维宁,张弥.地下结构震害类型及机理研究[J].中国安全科学学报,2003,13(11):55-58.
作者姓名:王秀英  刘维宁  张弥
作者单位:北京交通大学土木建筑工程学院
摘    要:地下结构由于受到周围岩体或土体的约束 ,一直被认为具有良好的抗震性能。但是 ,随着地下结构数量的增多和地下结构震害的频繁出现 ,地下结构的震害问题日益受到世界各国地震工作者的高度重视 ,笔者通过对大量地下结构震害的分析研究 ,对地下结构震害进行了分类 ,并研究了震害的影响因素及机理 ,以期为地下结构的抗震设计提供科学依据和有益的参考。

关 键 词:地下结构  震害类型  震害机理
修稿时间:2003年2月1日

Study on the Categorization and Mechanism of Seismic Damage of Underground Structures
Wang Xiuying,Liu Weining,Zhang Mi.Study on the Categorization and Mechanism of Seismic Damage of Underground Structures[J].China Safety Science Journal,2003,13(11):55-58.
Authors:Wang Xiuying  Liu Weining  Zhang Mi
Abstract:Underground structures, being confined by the surrounding rock or soil, have long been assumed to have good anti-seismic ability. However, as the number of underground structures and frequency of seismic damage increase, earthquake professionals all over the world are more and more concerned about this problem. After investigating the seismic damage of many underground structures, the author suggests a method for categorizing these underground damage, and the influential factors and mechanism of seismic damage are studied. All these would provide scientific criteria and beneficial references to the anti-seismic design of the underground structures.
Keywords:Underground structures  Categorization of Seismic Damage  Mechanism of Seismic damage
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