| 武汉某超高层框支剪力墙住宅结构设计 |
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| 引用本文： | 梁灏,莫世海.武汉某超高层框支剪力墙住宅结构设计[J].广东土木与建筑,2011(9):10-13. |
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| 作者姓名： | 梁灏 莫世海 |
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| 作者单位： | 中建国际(深圳)设计顾问有限公司 |
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| 摘 要： | 超限高层建筑在地震作用下结构反应复杂,文中介绍的武汉某高层建筑高度153.9m,采用部分框支剪力墙结构,存在超B级高度、竖向构件不连续、平面凹凸、平面扭转等多项不规则,属于复杂超限高层结构.结构设计从抗震概念设计出发,选取了适当的抗震性能目标进行了不同地震力作用下的结构分析,采取了有效的构造加强措施,从而确保了结构的抗...
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| 关 键 词： | 超限高层建筑 部分框支剪力墙 超限分析 |
Residential Structure Design of Wuhan a High-rise Frame-supported Shear Wall |
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| Liang Hao Mo Shihai.Residential Structure Design of Wuhan a High-rise Frame-supported Shear Wall[J].Guangdong Architecture Civil Engineering,2011(9):10-13. |
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| Authors: | Liang Hao Mo Shihai |
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| Affiliation: | Liang Hao Mo Shihai(China Construction(Shenzhen) Design International Co.,Ltd.Shenzhen 518048,China) |
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| Abstract: | A high-rise structure under earthquake is complex response.This paper introduces a Wuhan high-rise building height 153.9m,which used partial frame-supported shear wall structure,existence of super class B height,vertical member of discontinuity,plane torsion and so on a number of irregular,is a complex high-rise structure.Based on structural seismic conception design,select the appropriate seismic performance objectives,analyzing structure under the different seismic force,selected specialized seismic fortification measures,to ensure the seismic safety of the structure. |
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| Keywords: | super high-rise building partial frame-supported shear wall structure analysis beyond the code for seismic design of building |
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