| 采用基础隔震的高层剪力墙结构时程反应分析 |
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| 引用本文： | 康锦霞. 采用基础隔震的高层剪力墙结构时程反应分析[J]. 工程抗震与加固改造, 2008, 30(5) |
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| 作者姓名： | 康锦霞 |
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| 作者单位： | 太原理工大学建筑与土木工程学院,山西,太原,030024 |
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| 基金项目： | 太原理工大学校科研和教改项目 |
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| 摘 要： | 对某高层隔震剪力墙结构进行了三维有限元时程分析,并对比分析了隔震结构与非隔震结构在多遇地震和罕遇地震作用下剪力墙结构的最大层间位移、最大层间剪力,得到一些有意义的结论。
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| 关 键 词： | 高层建筑 剪力墙结构 基础隔震 三维地震反应 |
Time History Analysis for Seismic Response of a Base-isolated High-rise Shear-wall Structure |
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| Kang Jin-xia. Time History Analysis for Seismic Response of a Base-isolated High-rise Shear-wall Structure[J]. Earthquake Resistant Engineering and Retrofitting, 2008, 30(5) |
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| Authors: | Kang Jin-xia |
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| Abstract: | In this paper,a time history analysis of a high-rise shear-wall building with rubber isolators is presented.By the 3-D finite element method,the maxima of the shear and the displacement response between story and story are provided.Some useful results and conclusions are given. |
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| Keywords: | high-rise building shear-wall structure base-isolated 3-D seismic response |
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