基于位移的抗震性能评估方法评述

袁波; 郭子雄

doi:10.13204/j.gyjz200409020

基于位移的抗震性能评估方法评述

doi: 10.13204/j.gyjz200409020

袁波,
郭子雄

1.
华侨大学土木工程系泉州 362011

基金项目:

福建省自然科学基金资助项目(编号:E0010028、E0410024)

详细信息

作者简介:
袁波男 1974年6月出生硕士研究生

中图分类号: TU352.1
计量
- 文章访问数: 73
- HTML全文浏览量: 7
- PDF下载量: 44
- 被引次数: 0
出版历程
- 收稿日期: 2003-11-05
- 刊出日期: 2004-09-20

REVIEW OF STATIC ELASTOPLASTIC ANALYSIS FOR EVALUATING SEISMIC PERFORMANCE OF STRUCTURES

1.
Department of Civil Engineering,Huaqiao University Quanzhou 362011

摘要

摘要: 阐述基于位移的地震反应静力弹塑性分析方法的原理及其实施步骤，评述了其在国内外的研究概况，并指出目前基于位移的地震反应静力弹塑性分析方法的主要优点以及存在的问题。
- 静力弹塑性分析 /
- 抗震性能 /
- 基于位移
Abstract: The principle and implementing steps of the static elastoplastic analysis method for evaluating seismic performance of structures are expounded. Its current research situation both at home and abroad is also reviewed. Finally, the advantages of this method and some problems that should be taken into account during seismic performance evaluation are pointed out.
- static elastoplastic analysis /
- seismic performance /
- displacement-based

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参考文献(20)

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