| 直接基于位移的抗震设计理论及应用 |
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| 引用本文： | 刘鹏飞,章德华.直接基于位移的抗震设计理论及应用[J].铜陵学院学报,2012,11(2):104-106. |
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| 作者姓名： | 刘鹏飞 章德华 |
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| 作者单位： | 1. 铜陵学院,安徽铜陵,244000
2. 芜湖新裕建筑工程设计有限责任公司,安徽芜湖,241000 |
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| 基金项目： | 铜陵学院自然科学院级科研项目《基础隔震结构抗震性能评估方法研究》 |
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| 摘 要： | 基于位移的抗震设计是指在一定水准的设计地震作用下,以预期的结构位移反应为设计目标,从而实现结构在设计地震作用下的预期性能要求。文章简要阐述直接基于位移的抗震设计理论及方法,介绍用该方法对框架结构进行设计的设计过程,并提出了该方法在今后的研究和应用中需要解决的问题。
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| 关 键 词： | 抗震设计 基于位移设计 位移反应谱 |
Theory and Application of Direct Displacement-based Seismic Design |
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| Liu Peng-fei,Zhang De-hua.Theory and Application of Direct Displacement-based Seismic Design[J].Journal of Tongling College,2012,11(2):104-106. |
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| Authors: | Liu Peng-fei Zhang De-hua |
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| Institution: | 1.Tongling University,Tongling Anhui 244000,China;2.Wuhu Xinyu Building Engineering Design Co.,Ltd.,Wuhu Anhui 241000,China) |
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| Abstract: | Displacement-based Seismic design means implementing the expected performance under design seismic action,with the expected structure displacement response as design goal.A direct displacement-based design method and theory are briefly expounded in this paper,and the design approach for frame structure with this method is established,some unsolved problems and future directions in the research and applications of this method are proposed. |
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| Keywords: | seismic design theory displacement-based design displacement spectra |
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