| 非线性粘滞阻尼器减震结构参数研究 |
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| 引用本文： | 李宝华,魏建国,刘京红.非线性粘滞阻尼器减震结构参数研究[J].山西建筑,2006,32(20):7-8. |
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| 作者姓名： | 李宝华 魏建国 刘京红 |
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| 作者单位： | 河北农业大学城乡建设学院,河北保定 071001 |
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| 摘 要： | 结合工程实例，对多层钢筋混凝土框架结构进行了分析，考虑非线性粘滞阻尼器斜撑的施加对结构地震反应的影响，并根据计算结果研究了支撑刚度对阻尼器减震效果的影响，所得结果可为粘滞阻尼器支撑结构的设计提供依据。
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| 关 键 词： | 非线性粘滞阻尼器 消能支撑 支撑刚度 |
| 文章编号： | 1009-6825(2006)20-0007-02 |
| 修稿时间： | 2006年3月29日 |
Study of parameters for energy dissipation structures with non-linear viscous dampers |
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| LI Bao-hua,WEI Jian-guo,LIU Jing-hong.Study of parameters for energy dissipation structures with non-linear viscous dampers[J].Shanxi Architecture,2006,32(20):7-8. |
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| Authors: | LI Bao-hua WEI Jian-guo LIU Jing-hong |
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| Affiliation: | LI Bao-hua WEI Jian-guo LIU Jing-hong |
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| Abstract: | Based on the teat of the actuall project,the author analyze simplified model of multi-story reinforced concrete structure, the seismic response of time history are compared whether the viscous dampers and steel brace are installed in the structure or not. The influence on the reducing seismic performance of the structure is compared and analyzed when the steel brace choose the different brace stiffness. The results will be referenced for the design of the viscous dampers with steel brace. |
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| Keywords: | non-linear viscous dampers energy dissipation brace brace stiffness |
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