| 建筑结构基于位移的抗震设计 |
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| 引用本文： | 钱稼茹,罗文斌. 建筑结构基于位移的抗震设计[J]. 建筑结构, 2001, 0(4) |
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| 作者姓名： | 钱稼茹 罗文斌 |
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| 作者单位： | 清华大学土木工程系!北京100084 |
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| 基金项目： | 国家自然科学基金资助重大项目! (批准号 :5 9895 410 ) |
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| 摘 要： | 简要介绍了国外建筑规范、标准采用基于位移抗震设计的现状 ,介绍了三种分别考虑延性系数、能力谱和位移的基于位移的抗震设计方法 ,讨论了需要研究解决的若干问题
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| 关 键 词： | 基于位移的抗震设计 按延性系数设计 能力谱法 直接基于位移法 |
Displacement Based Seismic Design Methodology for Building Structures |
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| Qian Jiaru Luo Wenbin. Displacement Based Seismic Design Methodology for Building Structures[J]. Building Structure, 2001, 0(4) |
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| Authors: | Qian Jiaru Luo Wenbin |
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| Affiliation: | Qian Jiaru Luo Wenbin |
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| Abstract: | Current status of adopting displacement based seismic design in foreign building design codes and standards is briefly introduced.Three methods of displacement based seismic design are presented which separately consider the ductility factor,capacity spectrum and displacement.Some issues which need to be studied are discussed. |
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| Keywords: | displacement based seismic design ductility factor based design capacity spectrum method direct displacement based design pushover analysis |
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