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侧向荷载分布方式对高层建筑静力弹塑性分析结果的影响

杨万

华南地震Issue(z1):12-17,6.
华南地震Issue(z1):12-17,6.DOI:10.13512/j.hndz.2014.Supp.(I).003

侧向荷载分布方式对高层建筑静力弹塑性分析结果的影响

The Influence of Lateral Load Patterns on the Results of Static Pushover Analysis in High-rise Building

杨万1

作者信息

  • 1. 华南理工大学土木与交通学院,广东 广州 510641
  • 折叠

摘要

Abstract

The nonlinear static pushover analysis procedure is now widely used as a simple method to estimate the inelastic seismic response for building structures. However, the accuracy of the method still needs to be validated because of the inherent limitations in its theory. Besides, there are some limitations on the application of this method. In this paper, the influence of lateral load patterns on the results of static pushover analysis has been studied. The static pushover analysis with four different lateral load patterns was applied to a tall building of 24 stories. It is demonstrated that the analysis results may vary significantly under different lateral load patterns. In terms of the analysis results, feasibility load pattern is more reasonable.

关键词

静力弹塑性分析/高层结构/侧向荷载分布方式

Key words

Static nonlinear analysis/High-rise structure/Lateral load patterns

分类

建筑与水利

引用本文复制引用

杨万..侧向荷载分布方式对高层建筑静力弹塑性分析结果的影响[J].华南地震,2014,(z1):12-17,6.

华南地震

OACSTPCD

1001-8662

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