| 杭州市民中心多塔连体结构设计研究 |
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| 引用本文： | 郑毅敏,刘永璨,盛荣辉,阮永辉,陆燕,王建峰.杭州市民中心多塔连体结构设计研究[J].建筑结构,2009(1). |
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| 作者姓名： | 郑毅敏 刘永璨 盛荣辉 阮永辉 陆燕 王建峰 |
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| 作者单位： | 同济大学; |
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| 摘 要： | 位于钱塘江畔的杭州市民中心为6塔连体复杂高层建筑。通过刚体模型测压风洞试验和局部气弹模型风洞试验分析了复杂建筑群体的风荷载及风振响应;介绍了地下室的选型、结构大底盘的变形缝设置和地基基础的设计;研究了多塔连体结构以及连廊支座的受力特性和构造处理方式。
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| 关 键 词： | 大底盘 多塔 风洞试验 高空连廊 搭接柱 |
Design and research on multi-tower connecting structure of Hangzhou Citizen Center |
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| Zheng Yimin,Liu Yongcan,Sheng Ronghui,Ruan Yonghui,Lu Yan,Wang Jianfeng.Design and research on multi-tower connecting structure of Hangzhou Citizen Center[J].Building Structure,2009(1). |
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| Authors: | Zheng Yimin Liu Yongcan Sheng Ronghui Ruan Yonghui Lu Yan Wang Jianfeng |
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| Affiliation: | Tongji University;Shanghai 200092;China |
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| Abstract: | Hangzhou Citizen Center which is located at the side of Qiantang River is a six-tower connecting complex tall building.The wind load and wind-included responses are analysed by rigid model wind tunnel test and aeroelastic model wind tunnel test;the selection of basement,the deformation joint setting of enlarged base structure and the design of foundation are introduced;the behaviors and construction measures of multi-tower connecting structure and skybridge support are also researched. |
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| Keywords: | enlarged base multi-tower wind tunnel test skybridge lapping column |
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