| 某高烈度地区建筑被动减震结构分析 |
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| 引用本文： | 刘文文.某高烈度地区建筑被动减震结构分析[J].山西建筑,2014(23):67-68. |
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| 作者姓名： | 刘文文 |
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| 作者单位： | 中铁四院西南勘察设计有限公司,云南昆明650206 |
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| 摘 要： | 结合工程实例,采用ETABS软件对设置非线性粘滞流体阻尼器的框架消能减震结构在多遇地震下的减震效果进行了分析,结果表明:减震结构在多遇地震作用下的振动反应有明显的降低,能够有效的消耗地震输入的能量,减震效果明显。
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| 关 键 词： | 框架 粘滞流体阻尼器 时程分析 |
On analysis of passive control structures of buildings in some high intensity area |
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| LIU Wen-wen.On analysis of passive control structures of buildings in some high intensity area[J].Shanxi Architecture,2014(23):67-68. |
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| Authors: | LIU Wen-wen |
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| Affiliation: | LIU Wen-wen (China Railway Siyuan Southwest Survey and Design Co. , Ltd , Kunming 650206, Ghina ) |
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| Abstract: | Combining with engineering examples,the paper adopts ETABS software to analyzes the control effect by allocating non-linear viscous fluid damper frame energy dissipation structure in frequent earthquakes,proves by the result that the vibration response of the control structure under frequent earthquakes is evident to consume the earthquake input energy effectively with better control effect. |
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| Keywords: | framework viscous fluid damper time-history analysis |
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