| 广州某高层住宅超限高层结构设计 |
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| 引用本文： | 杨伟,何建荣. 广州某高层住宅超限高层结构设计[J]. 城市建筑, 2014, 0(15): 83-84 |
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| 作者姓名： | 杨伟 何建荣 |
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| 作者单位： | 广东新豪斯建筑设计有限公司,广州510060 |
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| 摘 要： | 广州某住宅为高度159 m的超限高层建筑，采用钢筋混凝土剪力墙结构体系。本文采用SATWE、MIDAS进行多遇地震作用风荷载作用下结构的计算分析，并进行了弹性时程分析以及大震下的静力弹塑性推覆分析。
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| 关 键 词： | 超限结构 弹塑性分析 时程分析 |
The Overrun High-rise Structure Design of a High-rise Residential in Guangzhou Province |
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| Yang Wei,He Jianrong. The Overrun High-rise Structure Design of a High-rise Residential in Guangzhou Province[J]. Urbanism and Architecture, 2014, 0(15): 83-84 |
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| Authors: | Yang Wei He Jianrong |
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| Affiliation: | Yang Wei, He Jianrong |
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| Abstract: | A residence in Guangzhou is the overrun high-rise building with 159m by using reinforced concrete shear wal structure system. This paper uses the SATWE, MIDAS to calculate and analysis of the structure under more severe earthquake and wind load, and carries on the elastic dynamic analysis and the static elastic-plastic pushover analysis. |
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| Keywords: | overrun structure elastic-plastic analysis time-pr-ocedure analysis |
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