| 基于结构性能的抗震设计理论与方法 |
| |
| 引用本文： | 邹昀,吕西林. 基于结构性能的抗震设计理论与方法[J]. 工业建筑, 2006, 36(9): 1-5 |
| |
| 作者姓名： | 邹昀 吕西林 |
| |
| 作者单位： | 江南大学,土木工程系,无锡,214122;同济大学,土木工程防灾国家重点实验室,上海,200092 |
| |
| 基金项目： | 国家自然科学基金 , 上海市科技发展基金 |
| |
| 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。
|
| 关 键 词： | 基于性能 抗震设计 抗震设防水准 抗震性能目标 |
| 收稿时间： | 2006-05-22 |
| 修稿时间： | 2006-05-22 |
THEORY AND METHOD OF PERFORMANCE-BASED SEISMIC DESIGN |
| |
| Zou Yun,Lü Xilin. THEORY AND METHOD OF PERFORMANCE-BASED SEISMIC DESIGN[J]. Industrial Construction, 2006, 36(9): 1-5 |
| |
| Authors: | Zou Yun Lü Xilin |
| |
| Affiliation: | Civil Engineering Department, Southern Yangtze University Wuxi 214122;State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University Shanghai 200092 |
| |
| 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. |
| |
| Keywords: | performance-based seismic design aseismic fortification design objectives |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
