| 非对称双塔连体结构的地震反应分析 |
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| 引用本文： | 徐东强,马文亭,郑荣政. 非对称双塔连体结构的地震反应分析[J]. 天津城市建设学院学报, 2012, 0(4): 258-261 |
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| 作者姓名： | 徐东强 马文亭 郑荣政 |
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| 作者单位： | 河北工业大学 土木工程学院,天津 300401 |
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| 摘 要： | 以某十层双塔连体结构为算例,利用有限元分析软件ANSYS建立对称与非对称两种双塔连体结构的有限元模型,然后对建立的两种模型的模拟结果进行比较,分析地震作用下对称与非对称双塔连体结构对地震反应的影响,从而得出几点规律,以供实际工程应用参考.
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| 关 键 词： | 非对称结构 连体结构 地震反应 |
Seismic Response Analysis of Unsymmetrical Connected Double-Tower Structure |
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| XU Dong-qiang,MA Wen-ting,ZHENG Rong-zheng. Seismic Response Analysis of Unsymmetrical Connected Double-Tower Structure[J]. Journal of Tianjin Institute of Urban Construction, 2012, 0(4): 258-261 |
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| Authors: | XU Dong-qiang MA Wen-ting ZHENG Rong-zheng |
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| Affiliation: | (Hebei University of Technology, Tianjin 300401, China) |
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| Abstract: | Taking a 10-floor double-tower structure as an example, a finite element model covering symmetrical and un- symmetrical structures was built according to ANSYS finite element analysis software. Then the paper compared the simulation results of the two models, and analyzed the seismic response of the symmetrical and unsymmetrical connected dou- ble-tower structure under the seismic action. The result got some rules, providing reference for the practical engineering application. |
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| Keywords: | unsymmetrical structure connected structure seismic response |
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