| 基隆大厦大底盘双塔楼结构设计分析 |
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| 引用本文： | 钱元灵.基隆大厦大底盘双塔楼结构设计分析[J].兰州理工大学学报,1996(3). |
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| 作者姓名： | 钱元灵 |
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| 作者单位： | 甘肃省建筑设计研究院 |
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| 摘 要： | 对双塔楼大底盘结构进行了分析，作了弯曲与扭转耦联和非耦联计算，控制地震力为最小，指出对大底盘双塔楼裙房屋顶楼板的设计是重点，通过对整体结构的时程分析，防止了结构在大震下的倒塌．
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| 关 键 词： | 结构分析 地震 高层建筑 耦联计算 有限元分析 |
Analysis of jilong building design with construction of skirt-building and double-tower |
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| Qian Yuanling.Analysis of jilong building design with construction of skirt-building and double-tower[J].Journal of Lanzhou University of Technology,1996(3). |
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| Authors: | Qian Yuanling |
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| Abstract: | Theconstruction with skirt building and double-tower is alalysed and coupled as well as ncoupled bending/torsion are calculated to minimeze the earthquake force.It is pointed out that the foof slab design of skirt building is the key one in the construction with skirt building and double-tower.Inorder to prevent the Building from eollepse due to large earthquake,the entire construction is analysed by using time-history analysis program. |
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| Keywords: | construction analysis earthquake multi-story building copling calculation finite element alalysis |
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