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| 建筑结构基于性能的抗震设计理论与方法 | |
| 引用本文： | 瞿岳前,杨将,汤卫华. 建筑结构基于性能的抗震设计理论与方法[J]. 山西建筑, 2009, 35(35): 37-38 |
| 作者姓名： | 瞿岳前 杨将 汤卫华 |
| 作者单位： | 1. 浙江泛海建没投资有限公司,浙江,杭州,310007 2. 中国水电顾问集团华东勘测设计研究院,浙江,杭州,310014 3. 浙江省工业设计研究院,浙江,杭州,310003 |
| 摘 要： | 简要介绍了基于性能抗震设计理论的基本框架,以及4种基于性能的抗震设计方法,即按延性系数设计法、能力谱方法、直接基于位移的方法和能量分析法,并讨论了基于性能的抗震设计中需要解决的几个问题,以完善建筑结构抗震设计。 |
| 关 键 词： | 抗震设计 延性系数设计法 能力谱方法 |
The aseismic design theory and method of building structure based on properties |
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| QU Yue-qian,YANG Jiang,TANG Wei-hua. The aseismic design theory and method of building structure based on properties[J]. Shanxi Architecture, 2009, 35(35): 37-38 | |
| Authors: | QU Yue-qian YANG Jiang TANG Wei-hua |
| Affiliation: | QU Yue-qian YANG Jiang TANG Wei-hua |
| Abstract: | The basic frame based on property aseismic design theory and four aseismic design methods based on property were introduced simply,which were ductility factor design method,energy spectrum method,the method direct based on displacement and energy analysis method.Several need resolved problems in aseismic design based on properties were discussed,so as to complete building structure aseismic design. |
| Keywords: | aseismic design ductility factor design method energy spectrum method |
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