| 高层巨型框架悬挂结构体系抗震性能研究 |
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| 引用本文： | 王肇民,邓洪洲,董军. 高层巨型框架悬挂结构体系抗震性能研究[J]. 建筑结构学报, 1999, 20(1): 23-30 |
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| 作者姓名： | 王肇民 邓洪洲 董军 |
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| 作者单位： | 同济大学!上海，200092,同济大学!上海，200092,同济大学!上海，200092 |
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| 摘 要： | 本文以一结构方案为算例，建立了高层巨型框架悬挂结构体系的分析模型，研究了巨型框架静动力特性及其参数影响规律，分析表明悬挂楼层具有显著减小水平地震作用的效果，巨型框架悬挂结构是一种很有发展前途的结构体系。本文的研究工作为这种新型结构体系的工程应用奠定了基础。
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| 关 键 词： | 高层建筑 巨型框架 抗震 悬挂楼层 |
| 收稿时间： | 1999-02-05 |
| 修稿时间： | 1999-02-05 |
A Study of Aseismic Properties of Huge Frame Suspended Structure in Tall Buildings |
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| Wang Zhaomin,Deng Hongzhou,Dong Jun. A Study of Aseismic Properties of Huge Frame Suspended Structure in Tall Buildings[J]. Journal of Building Structures, 1999, 20(1): 23-30 |
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| Authors: | Wang Zhaomin Deng Hongzhou Dong Jun |
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| Affiliation: | Tongii University |
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| Abstract: | Through an engineering example, the analysis mode of a new strUctural system composed of huge frame suspended structure has been established. The static and dynamic characters, the parameters,and the aseismic effect of such suspended floors have been studied. It has been proved that the huge frame is a kind of structure effective in resisting horizontal forces and the suspended floor can greatly reduce the seismic response. This structural system has great development potentialities, and the study in this paper may provide a basis for the application of such kind of structures. |
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| Keywords: | hugh frame suspended floors earthquake resisting tall buildings |
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