| 非对称双塔连体结构的动力特性和地震响应分析 |
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| 引用本文： | 黄坤耀,孙炳楠,楼文娟,干钢,沈金. 非对称双塔连体结构的动力特性和地震响应分析[J]. 工业建筑, 2001, 31(8): 27-29 |
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| 作者姓名： | 黄坤耀 孙炳楠 楼文娟 干钢 沈金 |
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| 作者单位： | 1. 浙江大学建筑工程学院,
2. 浙江大学建筑设计研究院, |
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| 摘 要： | 采用静力凝聚模型 ,结合一建筑实例对非对称双塔结构的动力特性进行分析 ,并同未设连体时的双塔结构的结果进行比较。还比较了在考虑水平双向地震输入时 ,无连体、连廊刚架两端橡胶垫连接不同的刚度时和两端刚性连接时这三种情况下的主结构和连体的随机地震响应
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| 关 键 词： | 高层建筑结构 双塔连体结构 动力特性 地震响应 |
| 修稿时间： | 2000-11-24 |
DYNAMIC CHARACTERISTICS AND SEISMIC RES~NSE ANALYSIS OF UNSYMMETRICAL CONNECTED DOUBLE-TOWER STRUCTURE |
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| Huang Kunyao Sun Bingnan Lou Wenjuan. DYNAMIC CHARACTERISTICS AND SEISMIC RES~NSE ANALYSIS OF UNSYMMETRICAL CONNECTED DOUBLE-TOWER STRUCTURE[J]. Industrial Construction, 2001, 31(8): 27-29 |
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| Authors: | Huang Kunyao Sun Bingnan Lou Wenjuan |
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| Affiliation: | Huang Kunyao Sun Bingnan Lou Wenjuan(Architecture & Civil Engineering Institute of Zhejiang University Hangzhou 310027) Gan Gang Shen Jin(Architecture Design & Research Institute of Zhejiang University Hangzhou 310027) |
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| Abstract: | In this paper,the consolidated model is utilized to analyze the dynamic characteristics of the unsymmetrical connected double|tower structure based on an example,and the result is compared with that of the double|structure without connection.Under the longitudinal and transverse earthquake exciting,the random seismic response of both the connection and the main structure are investigated as the stiffness of connection is variant. |
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| Keywords: | tall building structure connected double|tower structure dynamic characteristics seismic response |
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