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美国基于性能的高层建筑结构抗震设计规范

Brief introduction to US Codes for performance-based seismic design

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【作者】 韩小雷郑宜季静黄艺燕

【Author】 HAN Xiaolei1,2,Jack CHENANG1,JI Jing1,2,HUANG Yiyan1(1.Tall Building Structure Research Institute,College of Architecture and Civil Engineering,South China University of Technology,Guangzhou 510640,China;2.State Key Laboratory of Subtropical Architecture Science,South China University of Technology,Guangzhou 510640,China)

【机构】 华南理工大学建筑学院高层建筑结构研究所华南理工大学建筑学院高层建筑结构研究所 广东广州510640华南理工大学亚热带建筑科学国家重点实验室广东广州510640

【摘要】 通过对美国基于性能的抗震设计规范的简介,其中重点介绍了美国西岸城市洛杉矶和旧金山最近颁布的基于性能的高层建筑抗震设计规范"An alternative procedure for seismic analysis and design oftall buildings located in the los angeles region(2005 Edition)"和"Recommended administrative bulletin onthe seismic design&reviewof tall buildings using non-prescriptive procedures",总结了高层建筑结构基于性能的结构抗震设计要点,为我国相应规范的修订提供参考。

【Abstract】 US codes for performance-based seismic design have been briefly introduced,with focus on the performance-based seismic design codes for tall buildings of Los Angeles and San Francisco,which are the most advanced in seismic design.One is "An alternative procedure for seismic analysis and design of tall buildings located in the Los Angeles Region"(2005 Edition),and the other is "Recommended administrative bulletin on the seismic design & review of tall buildings using non-prescriptive procedures".Key points of performance-based seismic design for tall buildings are put forward.Suggestions for the revises of Chinese codes for performance-based seismic design are also proposed.

【基金】 广东省自然科学基金项目(06105416)
  • 【文献出处】 地震工程与工程振动 ,Journal of Earthquake Engineering and Engineering Vibration , 编辑部邮箱 ,2008年01期
  • 【分类号】TU973.31
  • 【被引频次】50
  • 【下载频次】1851
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