| 昆明时代广场超限高层建筑结构设计 |
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| 引用本文： | 孟美莉,吴兵,陈朝晖,王建俊.昆明时代广场超限高层建筑结构设计[J].广东土木与建筑,2009(10):26-30. |
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| 作者姓名： | 孟美莉 吴兵 陈朝晖 王建俊 |
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| 作者单位： | 深圳大学建筑设计研究院; |
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| 摘 要： | 昆明时代广场地下3层,地上28层,总高度97.9m,采用框支剪力墙结构体系,属B类高度结构,同时具有高位转换、大底盘多塔等复杂超限情况,文中介绍其结构布置和选型、结构抗震性能化设计目标、结构静力推覆（Pushover）和整体计算分析等,并针对结构特点,结合超限审查专家的意见,介绍设计中采取的针对性措施,可供类似工程结构设计参考。
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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 |
Structural Design of KunMing Time Square High-rise Building |
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| Meng Meili Wu Bing Chen Zhaohui Wang Jianjun.Structural Design of KunMing Time Square High-rise Building[J].Guangdong Architecture Civil Engineering,2009(10):26-30. |
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| Authors: | Meng Meili Wu Bing Chen Zhaohui Wang Jianjun |
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| Affiliation: | Meng Meili Wu Bing Chen Zhaohui Wang Jianjun (The Institute of Architecture Design & Research Shenzhen University Shenzhen 518060,China) |
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| Abstract: | The KunMing Time Square Building consists of a 3-storey basement & a 28-storey structure above ground with the height of 97.9m,& is adopted as supported-frame shear-wall system. As the project with significant characters over the regular codes,such as B class height structure,high-level transfer,one large podium with multi-towers upon,the structural system & the arrangement,the anti-seismic per- formance design targets are carefully studied,while the Pushover method & the precisely modeling calculation proc... |
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| Keywords: | super high-rise building supported-frame shear-wall system high-level transfer one large podium with multi-towers |
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