| 填充墙对隔震框架结构地震反应的影响分析 |
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| 引用本文： | 于泳波,俞瑞芳,张俊发.填充墙对隔震框架结构地震反应的影响分析[J].西安理工大学学报,2001,17(4):382-386. |
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| 作者姓名： | 于泳波 俞瑞芳 张俊发 |
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| 作者单位： | 西安理工大学,水利水电学院, |
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| 摘 要： | 以一幢7层框架结构建筑为例，分别考虑常规抗震方案、以橡胶支座或铅芯橡胶支座为隔震元件的基底隔震方案。用非线性时程分析法探讨了填充墙对上述两种方案地震反应的影响。研究结果表明，对常规方案，考虑填充墙作用，诸层加速反应增加；而对于隔震方案，诸层加速度反应减小。
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| 关 键 词： | 地震反应 填充墙 隔震 非线性时程分析 框架结构 |
| 文章编号： | 1006-4710(2001)04-0382-05 |
| 修稿时间： | 2001年1月9日 |
The Influence of Infill Wall on the Seismic Response toBase Isolation Frame Building |
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| YU Yong bo ,YU Rui fang ,ZHANG Jun fa.The Influence of Infill Wall on the Seismic Response toBase Isolation Frame Building[J].Journal of Xi'an University of Technology,2001,17(4):382-386. |
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| Authors: | YU Yong bo YU Rui fang ZHANG Jun fa |
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| Institution: | YU Yong bo 1,2,YU Rui fang 1,ZHANG Jun fa 1 |
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| Abstract: | Taking a 7 story reinforced concrete frame building for an example,the traditional seismic resistance frame,rubber bearing base isolation frame and lead rubber bearing base isolation frame are separately considered as the base isolation frame of base isolation elements.The non linear history analysis is used to study the effect of the infill wall upon the seismic response to the above mentioned schemes.The research results show that the infill wall of the frame building will cause an increase in the acceleration of every story of the frame building for the traditional seismic resistance building, while for the base isolation building,it will cause a reduction in the acceleration of every story of the frame building. |
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| Keywords: | infill wall base isolation non linear history analysis frame building |
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