| FPS隔震结构的水平和竖向振动响应分析 |
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| 引用本文： | 李大望,李桂青,周锡元.FPS隔震结构的水平和竖向振动响应分析[J].建筑结构,2000(7). |
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| 作者姓名： | 李大望 李桂青 周锡元 |
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| 作者单位： | 郑州工业大学450002(李大望)，武汉工业大学430070(李桂青)，中国建筑科学研究院北京100013(周锡元) |
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| 基金项目： | 国家自然科学基金! (5 98780 0 6 )，河南省自然科学基金!(0 0 40 40 80 0 ) |
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| 摘 要： | 建立了FPS(FrictionPendulumSystem)隔震多层剪切型结构水平和竖向耦合振动微分方程 ,通过时程响应计算阐述了水平地震作用下FPS的隔震效果和结构的水平和竖向振动响应规律。
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| 关 键 词： | 基底隔震 耦合振动 非线性 地震响应 |
Analysis for the Horizontal and Vertical Vibration Responses of Base-isolated Building with FPS Bearings |
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| Li Dawang,Li Guiqing,Zhou Xiyuan.Analysis for the Horizontal and Vertical Vibration Responses of Base-isolated Building with FPS Bearings[J].Building Structure,2000(7). |
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| Authors: | Li Dawang Li Guiqing Zhou Xiyuan |
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| Affiliation: | Li Dawang Li Guiqing Zhou Xiyuan |
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| Abstract: | The differential vibration equations of shear typed multistory buildings with FPS bearings are established,the isolation effects of FPS isolator and some horizontal and vertical vibration responses laws of the structures to horizontal ground motions are expounded. |
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| Keywords: | base isolation coupled vibration nonlinearity earthquake responses |
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