| 谈基于性能的结构抗震设计 |
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| 引用本文： | 刘应龙,吕伟荣.谈基于性能的结构抗震设计[J].工程建设与设计,2009(7):34-37. |
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| 作者姓名： | 刘应龙 吕伟荣 |
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| 作者单位： | 1. 湖南城市学院审计处,湖南,益阳,413000
2. 湖南科技大学土木工程学院,湖南,湘潭,411201 |
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| 摘 要： | 作为新一代结构抗震方法,基于性能的结构抗震设计（简称PBSD）目前还处于研究阶段,从PBSD的特点出发,对PBSD的核心内容地震水准、结构性能水平及设计计算方法进行了全面介绍。
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| 关 键 词： | 结构抗震设计 基于性能 地震水准 性能水平 |
Discussion About Structural Performance-baesd Seismic Design |
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| LIU Ying-long,LU Wei-rong.Discussion About Structural Performance-baesd Seismic Design[J].Construction & Design for Project,2009(7):34-37. |
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| Authors: | LIU Ying-long LU Wei-rong |
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| Affiliation: | LIU Ying-long, LU Wei-rong ( 1. Audit Division, Hunan City University, Yiyang 413000,China; 2. Civil Engineering College, Hunan Univ Sci ＆ Technol, Xiangtan 412006, China) |
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| Abstract: | As a new generation structural seicmic design method, perfprmance-baesd seismic design （（be called PBSD for short） is in the stage of research at present. From the features of PBSD, three main cotents of this method, such as the earthquake level, structural perfprmance level and design method, is comprehensively introduced in the paper. |
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| Keywords: | structural seicmic design performance-baesd earthquake level structural perfprmance level |
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