| 高层双塔结构的静力弹塑性Pushover研究分析 |
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| 引用本文： | 苏捷.高层双塔结构的静力弹塑性Pushover研究分析[J].企业技术开发,2010,29(1):55-57. |
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| 作者姓名： | 苏捷 |
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| 作者单位： | 长沙泰源建筑设计有限公司,湖南,长沙,410011 |
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| 摘 要： | 高层双塔结构是一种复杂高层结构,文章基于静力弹塑性Pushover方法分析了高层大底盘双塔结构的地震反应特性,研究了自振周期、振型特点、地震作用和结构位移等特点,对常用的高层双塔结构的动力特性有了进一步认识,并为设计提出了一些有益的建议。
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| 关 键 词： | 双塔结构 高层建筑 静力弹塑性分析 地震反应 |
Nonlinear static pushover analysis on twin tower structure |
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| SU Jie.Nonlinear static pushover analysis on twin tower structure[J].Technological Development of Enterprise,2010,29(1):55-57. |
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| Authors: | SU Jie |
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| Institution: | SU Jie (Changsha Taiyuan Architectural Design & Research Institute,Changsha,Hunan 410011,China) |
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| Abstract: | Twin tower tall structure, which is widely used in recent years, is a kind of complicated tall structures. Based on the nonlinear static pushover analysis method, the seismic behavior of the twin tower structure is studied. In our research, the natural period of vibration, vibration mode, seismic reaction and structure deformation were investigated.Some advanced understandings of the twin tower structure can be put forward and some useful suggestion can be obtained by this study. |
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| Keywords: | twin tower structure tall structure nonlinear static pushover analysis seismic behavior |
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