基于结构性能的抗震设计理论与方法

邹昀; 吕西林

基于结构性能的抗震设计理论与方法

邹昀¹,
吕西林²

1.
1. 江南大学土木工程系无锡 214122;
2.
2. 同济大学土木工程防灾国家重点实验室上海 200092

基金项目:

国家自然基金(编号:50025821,50338040);上海市科技发展基金资助

详细信息

作者简介:
邹昀女 1967 年12月出生副教授同济大学博士研究生, E-mail:zouyun-22@126.com

计量
- 文章访问数: 182
- HTML全文浏览量: 24
- PDF下载量: 151
- 被引次数: 0
出版历程
- 收稿日期: 2006-05-22
- 刊出日期: 2006-09-20

THEORY AND METHOD OF PERFORMANCE-BASED SEISMIC DESIGN

Zou Yun¹,
LüXilin²

1.
1. Civil Engineering Department,Southern Yangtze University Wuxi 214122;
2.
2. State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University Shanghai 200092

摘要

摘要: 基于性能的抗震设计(PBSD)是20世纪90年代国际抗震工程界提出的新概念,也是工程抗震发展史上的一个重要里程碑。详细阐述了基于性能的抗震设计理论产生的背景、基本概念、主要内容和特点,较系统地分析了基于性能的抗震分析和设计方法,并指出了基本性能抗震设计理论与传统设计理论的主要区别。
- 基于性能 /
- 抗震设计 /
- 抗震设防水准 /
- 抗震性能目标
Abstract: The theory of performance-based seismic design(PBSD) is a new philosophy and was proposed in 1990s in earthquake engineering,which is a milestone in the modern seismic design procedures.It is illustrated that the background,the basic conceptions,main characteristics of PBSD.Further,the analytical and design methods of PBSD are systematically stated.By the comparison of PBSD with the traditional seismic deign,the differences between the two theories have been addressed.
- performance-based /
- seismic design /
- aseismic fortification /
- design objectives

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参考文献(20)

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