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基于Push-over原理的SAP2000结构弹塑性分析实例
引用本文:黄鑫,刘瑛,黄河.基于Push-over原理的SAP2000结构弹塑性分析实例[J].青岛理工大学学报,2007,28(4):19-23.
作者姓名:黄鑫  刘瑛  黄河
作者单位:1. 青岛理工大学,土木工程学院,青岛,266033
2. 青岛海信房地产股份有限公司,青岛,266001
摘    要:Push-over分析是实现基于性能抗震设计的重要方法之一,阐述了Push-over分析的基本原理和方法,给出适合我国抗震规范的、利用SAP2000程序进行Push-over分析的计算步骤,并用一框架结构实例说明.分析结果包括底部剪力-顶部位移结构破坏时塑性铰的分布等,利用分析结果对结构的抗震性能做出了评估.表明Push-over分析是现阶段对结构在罕遇地震作用下进行弹塑性分析的有效方法.

关 键 词:Push-over分析  能力谱  需求谱  塑性铰
文章编号:1673-4602(2007)04-0019-05
修稿时间:2007-03-26

Push-over-principle analysis based on the case of SAP2000
HUANG Xin,LIU Ying,HUANG He.Push-over-principle analysis based on the case of SAP2000[J].Journal of Qingdao Technological University,2007,28(4):19-23.
Authors:HUANG Xin  LIU Ying  HUANG He
Affiliation:1. School of Civil Engineering, Qingdao Technological Unlversity, Qingdao 266033, China; 2. Qingdao Hisense Real-Estate Cot. Ltd. , Qingdao 266001, China
Abstract:Push-over analysis is an important method for performance-based seismic design.Based on the principles,this paper reviews the principles of Push-over analysis,presents the analysis procedures of Push-over analysis which is adaptable to China Code for seismic design.By means of SAP2000,a case of Push-over analysis is presented.With the results which include shear force-displacement,distribution of the plastic hinges,the seismic performance of the structure is evaluated.It is proved that Push-over analysis is an effective method for structural analysis under the maximum earthquake.
Keywords:SAP2000
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