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平面不规则结构多方向的抗震性能分析
引用本文:裴宁波,秦力,林楠.平面不规则结构多方向的抗震性能分析[J].山西建筑,2008,34(34).
作者姓名:裴宁波  秦力  林楠
作者单位:东北电力大学建筑工程学院,吉林吉林,132012
摘    要:对工程实例进行了动力弹塑性时程分析,探讨了平面不规则结构在不同方向罕遇地震作用下的地震反应,提出对平面不规则结构进行多方向抗震设计的观点,对塑性铰的发生及分布情况作了论述。

关 键 词:平面不规则结构  弹塑性时程分析  多方向抗震设计

Seismic performance analysis of irregular plane structure in different directions
PEI Ning-bo,QIN Li,LIN Nan.Seismic performance analysis of irregular plane structure in different directions[J].Shanxi Architecture,2008,34(34).
Authors:PEI Ning-bo  QIN Li  LIN Nan
Affiliation:PEI Ning-bo QIN Li LIN Nan
Abstract:This paper discusses the seismic reaction of the irregular plane structure under rare occurrence earthquake in differents directions by the dynamic elastic-plastic time history analysis to a representative structure,it states a new viewpoint that the irregular plane structure should be designed in different seismic directions,it discusses happening and distributing situation of plastic hinge.
Keywords:irregular plane structure  elastic-plastic time history analysis  seismic design in different directions
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