| 弹性滑移支座在高层隔震建筑中的应用研究 |
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| 引用本文： | 程华群,刘伟庆,王曙光.弹性滑移支座在高层隔震建筑中的应用研究[J].工程抗震与加固改造,2007,29(3):48-53. |
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| 作者姓名： | 程华群 刘伟庆 王曙光 |
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| 作者单位： | 南京工业大学土木工程学院,江苏,南京,210009 |
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| 摘 要： | 介绍了弹性滑移支座的基本构造、工作机理和力学性能;进行了弹性滑移支座和天然橡胶支座混合隔震和叠层橡胶支座隔震算例的对比分析,说明只要合理布置结构、设计好隔震层的恢复力特性,高层建筑采用隔震技术也可能达到较好的隔震效果;最后介绍了弹性滑移支座在日本两个典型高层隔震建筑中的应用实例.
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| 关 键 词： | 弹性滑移支座 混合隔震 高层建筑 |
| 文章编号： | 1002-8412（2007）03-0048-06 |
| 修稿时间： | 2006-11-08 |
Application Study on Elastic Sliding Bearings in Isolated High-rise Building |
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| Cheng Hua-qun,Liu Wei-qing,Wang Shu-guang.Application Study on Elastic Sliding Bearings in Isolated High-rise Building[J].Earthquake Resistant Engineering and Retrofitting,2007,29(3):48-53. |
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| Authors: | Cheng Hua-qun Liu Wei-qing Wang Shu-guang |
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| Affiliation: | College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China |
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| Abstract: | The constitution, working mechanism and basic mechanics performance of elastic sliding bearings are introduced. Then the comparative analysis of a calculation example for an isolated high-rise structure with laminated rubber beatings and hybrid seismic isolation system with laminated rubber beatings and elastic sliding beatings is developed. The analysis results show that if the arrangement of the super- structure and restoring force property of isolation layer are tightly designed, the isolation effect of high-rise buildings can also be receptible. The application of elastic sliding beating in 2 milestone isolated high-rise buildings in Japan is illustrated at the end of this paper. |
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| Keywords: | elastic sliding bearing hybrid isolation high-rise building |
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