基于位移的抗震设计研究进展

蒋欢军; 郑建波; 张桦

doi:10.13204/j.gyjz200807001

基于位移的抗震设计研究进展

doi: 10.13204/j.gyjz200807001

1.
同济大学结构工程与防灾研究所,上海 200092

基金项目:

国家自然科学基金资助项目(50708081)

详细信息

作者简介:
蒋欢军男 1973年9月出生博士副研究员 E-mail:jianghuanjun@hotmail.com

计量
- 文章访问数: 111
- HTML全文浏览量: 10
- PDF下载量: 112
- 被引次数: 0
出版历程
- 收稿日期: 2007-10-11
- 刊出日期: 2008-07-20

STATE OF THE ART OF DISPLACEMENT-BASED SEISMIC DESIGN

1.
Research Institute of Structural Engineering and Disaster Reduction,Tongji University Shanghai 200092

摘要

摘要: 基于位移的抗震设计方法被认为是现阶段实现基于性能的抗震设计理论最为有效的一条途径,受到了国内外学者的广泛关注。对该方法的产生背景、分类、近年来国内外的研究进展情况进行了总结和介绍,并重点从非线性位移反应谱和推覆分析法两方面介绍地震位移需求估算的研究进展情况。最后,对该方法目前存在的问题和今后的研究方向进行了分析。
- 基于位移的抗震设计 /
- 位移需求 /
- 非线性位移反应谱 /
- 推覆分析法
Abstract: Displacement-based seismic design method has been recognized as one of the most efficient way to realize the purpose of performance-based seismic design in current stage and therefore has attracted extensive attentions from many researchers around the world.The background of the origination of this method,the classification,and its development in recent years are summarized.Then the review is focused on the estimation of seismic displacement demands in two aspects,nonlinear seismic displacement spectrum and pushover analysis procedure.At last,the existing problems are analyzed and the further work needed in this field is proposed accordingly.
- displacement-based seismic design /
- displacement demand nonlinear /
- displacement spectrum pushover analysis /
- procedure

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参考文献(38)

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