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强震下隔震结构碰撞地震响应分析

黄一沈 何文福 吴倩芸 刘文光

结构工程师2017,Vol.33Issue(5):84-93,10.
结构工程师2017,Vol.33Issue(5):84-93,10.

强震下隔震结构碰撞地震响应分析

Seismic Response of Isolation Structure Considering Impact under Strong Earthquakes

黄一沈 1何文福 1吴倩芸 1刘文光1

作者信息

  • 1. 上海大学土木工程系,上海200072
  • 折叠

摘要

Abstract

Considering the effect of impact between structures under strong earthquakes to isolation structures,this paper analyzed an 8-story structure in Perform-3D.The results show that the isolation effect will be weaken once the isolation structure impacts with others.The displacement of isolation layer is proportional to the peak value of acceleration,while is inversely proportional to the impact stiffness.Secondly,the impact of structure will lead to enlargement of plastic dissipation of structure.Besides,the impact will increase the story drift of a structure.The more severe a structure impacts,the more obvious the structure vibrates.As to the acceleration of the structure,the response caused by impact is dependent on the response of seismic waves.The response of a structure will increase with the impact stiffness when the response of the seismic wave is small.While under strong earthquakes,there is no definite conclusions to the response of superstructures.

关键词

隔震结构/碰撞/强震/地震响应分析

Key words

isolation structure/impact/strong earthquake/seismic response

引用本文复制引用

黄一沈,何文福,吴倩芸,刘文光..强震下隔震结构碰撞地震响应分析[J].结构工程师,2017,33(5):84-93,10.

基金项目

国家自然科学基金项目(51308331,51278291,51478257) (51308331,51278291,51478257)

结构工程师

OA北大核心CSTPCD

1005-0159

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