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竖向不规则结构的静力推覆分析
引用本文:庄云,郭子雄. 竖向不规则结构的静力推覆分析[J]. 工程抗震与加固改造, 2005, 0(Z1)
作者姓名:庄云  郭子雄
作者单位:华侨大学土木工程学院 华侨大学土木工程学院 福建泉州 福建泉州
基金项目:国家自然科学基金资助项目(50478120),福建省自然科学基金资助(E0410024)
摘    要:在强烈地震作用下,结构的薄弱层往往率先发生弹塑性变形集中,甚至造成结构局部或整体倒塌。而静力弹塑性分析(Push-over)方法作为一种简单而有效的结构抗震能力评价工具,可以较为快捷地判明结构的薄弱部位,并用于指导结构的抗震设计。本文简要介绍了Push-over分析的实施步骤,并运用结构通用分析软件SAP2000对几种典型不规则形式的结构进行了分析,说明Push-over分析方法在探测结构薄弱部位方面的实用性。

关 键 词:推覆分析方法  竖向不规则结构  薄弱层

Push-over Analysis of the Vertically Irregular Frames
Zhuang Yun,Guo Zi-xiong. Push-over Analysis of the Vertically Irregular Frames[J]. Earthquake Resistant Engineering and Retrofitting, 2005, 0(Z1)
Authors:Zhuang Yun  Guo Zi-xiong
Abstract:Under strong earthquake,the weak story of a structure always leads to the centralization of elasto-plastic deformation and collapse.As a simple but effective tool for the assessment of structural seismic capacity,Push-over analysis may conveniently distinguish the weakness of structures,which play an important part in the seismic design.This paper presents a concise introduction to the Push-over analysis method and several irregular frames are studied by SAP2000 based on Push-over analysis.It is concluded that Push-over analysis can detect the weakness of structures effectively.
Keywords:Push-over analysis  vertically irregular fames  weakness story
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