| 广州爱群会景湾超限高层结构设计 |
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| 引用本文： | 周越洲,李小茜.广州爱群会景湾超限高层结构设计[J].建筑结构,2011(4). |
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| 作者姓名： | 周越洲 李小茜 |
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| 作者单位： | 汕头市建筑设计院; |
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| 摘 要： | 广州爱群会景湾由A,B两幢塔楼和裙房组成,两个塔楼高度184.6m。存在平面不规则、竖向不规则、大底盘多塔楼和高位转换等超限情况,属于复杂高层建筑结构。结构设计时从抗震概念设计出发,适当提高结构抗震性能目标,采用不同的计算软件进行结构分析,采取有针对性的构造加强措施,从而确保了结构的抗震安全性。
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| 关 键 词： | 超限高层建筑 框支剪力墙 高位转换 大底盘多塔 抗震性能目标 振动台试验 |
Structural design of Huijing Bay super high-rise building in Guangzhou |
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| Zhou Yuezhou,Li Xiaoxi.Structural design of Huijing Bay super high-rise building in Guangzhou[J].Building Structure,2011(4). |
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| Authors: | Zhou Yuezhou Li Xiaoxi |
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| Affiliation: | Zhou Yuezhou,Li Xiaoxi(Shantou Building Design Institute,Shantou 515031,China) |
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| Abstract: | Huijing Bay is composed of one podium and two tower buildings A and B.The height of the two towers is 184.6 meters.It is a complex super high-rise building with many unfavourable factors,including irregular plane,vertical irregularity,multi-towers with large chassis,and high-level transfer.Based on structural seismic conception design,seismic design objectives of the building were increased,various computing softwares for structural analysis and specialized seismic fortification measures were applied to ens... |
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| Keywords: | super high-rise building supported-frame shear-wall system high-level transfer multi-tower with large chassis seismic design objectives shaking table test |
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