| 建筑结构基于位移的抗震设计方法研究 |
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| 引用本文： | 姜锐. 建筑结构基于位移的抗震设计方法研究[J]. 太原科技大学学报, 2005, 26(2): 153-156 |
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| 作者姓名： | 姜锐 |
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| 作者单位： | 同济大学土木工程学院,上海,200092 |
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| 摘 要： | 简要介绍了三种基于位移的抗震设计方法: 延性系数法、能力谱法和直接基于位移的设计方法及其研究、应用现状,讨论了需要解决的问题.
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| 关 键 词： | 基于位移的抗震设计 延性系数 能力谱法 直接基于位移法 |
| 文章编号： | 1673-2057(2005)02-0153-04 |
| 修稿时间： | 2004-10-18 |
Study on Displacement-based Anti-seismic Structure Design |
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| JIANG Rui. Study on Displacement-based Anti-seismic Structure Design[J]. Journal of Taiyuan University of Science and Technology, 2005, 26(2): 153-156 |
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| Authors: | JIANG Rui |
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| Abstract: | This paper introduces three methods of displacement-based anti-seismic design ductility factor method, capacity spectrum method and direct displacement-based method .Furthermore, their current status of application and analysis are also pressented in the paper.Some problems that need to be solved are discussed. |
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| Keywords: | displacement-based anti-seismic design ductility factor method capacity spectrum method direct displacement-based design |
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