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| 引用本文： | 罗登贵,雷静雅,周祥瑞,付李宁,徐家云.????????????????????о?[J].大地测量与地球动力学,2008,28(6):123-126. |
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| 作者姓名： | 罗登贵 雷静雅 周祥瑞 付李宁 徐家云 |
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| 作者单位： | 1. 中国地震局地震研究所,武汉,430071;地壳运动与地球观测实验室,武汉,430071
2. 武汉理工大学道路桥梁与结构工程湖北省重点实验室,武汉,430070 |
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| 基金项目： | 中国地震局地震研究所所长基金
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| 摘 要： | ???????????????????????????????????????μ???????Ч???? ??????ANSYS??????????????????????????????????????????????????????????????????????????μ????????????????????????????????????????μ????Ч??????????
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| 关 键 词： | ????? ???????? ?????? ????????? ?????? |
RESEARCH ON BASE ISOLATION AND DAMPING OF ADJACENT STRUCTURES |
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| Luo Deng gui,Lei Jingya,Zhou Xiangrui,Fu Lining,Xu Jia yun.RESEARCH ON BASE ISOLATION AND DAMPING OF ADJACENT STRUCTURES[J].Journal of Geodesy and Geodynamics,2008,28(6):123-126. |
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| Authors: | Luo Deng gui Lei Jingya Zhou Xiangrui Fu Lining Xu Jia yun |
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| Institution: | 1)Institute of Seismology,CEA,Wuhan 4300712)Crustal Movement Laboratory,Wuhan 4300713Hubei Key Laboratory of Road Bridge &; Structure Engineering, Wuhan University of Technology,Wuhan 430070 |
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| Abstract: | The earthquake control effect for adjacent structures with base isolation and upper damper was analyzed.By use of ANSYS the finite element model of the adjacent structure was made, the responses to the earthquake under the action of non isolation structure, base isolation and upper shock absorber together were compared and analyzed. The results show that the response to earthquake significantly reduced under the common action of the base isolation and upper shock absorber. |
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| Keywords: | adjacent structures base isolation structure control rubber bearing damper |
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