| 某高层建筑局部框支剪力墙结构设计实例 |
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| 引用本文： | 林丽英.某高层建筑局部框支剪力墙结构设计实例[J].中国对外贸易(英文版),2011(14). |
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| 作者姓名： | 林丽英 |
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| 摘 要： | 本文以某高层建筑局部框支墙结构为例,介绍在进行结构的整体设计计算时,转换层上下结构的侧向刚度比应符合规范要求,并应严格控制结构在地震作用下的位移值和扭转效应,使结构布局合理.
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| 关 键 词： | 高层建筑 局部框支剪力墙 计算分析 构造加强 |
A local frame-supported shear wall high-rise building structure design example |
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| Liying Lin.A local frame-supported shear wall high-rise building structure design example[J].China's Foreign Trade,2011(14). |
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| Authors: | Liying Lin |
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| Abstract: | In this paper,a local frame-supported high-rise building wall structure as an example,theoverall design of the structure duringthe calculation,the conversion layer of the upper and lower lateral stiffness than the structure should meet the code requirements and should be strictly controlled structure under earthquake displacement value and the reverse effect,the structure layoutis reasonable. |
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| Keywords: | high-rise buildings local framesupported shear wall computational analysis structural strengthening |
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