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基础隔震建筑非线性动力响应的时程计算方法

NONLINER CALCULATION METHOD FOR TIME-HISTORY OF DYNAMIC RESPONSE OF MULTISTORY BASE ISOLATION BUILDING

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【作者】 黄海生王柏生

【Author】 Huang Haisheng Wang Baisheng (Dept. of structural Engineering. Zhejian University, Hangzhou 310027)

【机构】 浙江大学土木系浙江大学土木系 杭州310027杭州310027

【摘要】 应用随机振动等价线性化法和Benc-Wen光滑模型拟合基础隔震系统中隔震层的滞回特性,采用wilson-θ法和线性加速度法直接积分,对基础隔震建筑物的非线性地震动力时程响应进行了研究,并通过算例计算表明,两种方法拟合效果理想,值得推广。

【Abstract】 By using the BencWen model to represent the nonlinear hysteretic restoringforce character of the isolation bearings,and by using the equivalent linearization method for random vibration evaluation, dynamic responses of baseisolation building are studied. Wilsonθ mechod and linearized acceleration method are used to calculate the timehistory of seismic response of a base isolation builing. The results indicate that the Bencwen model and the equivalent linearization method are satisfied for examining the restoringforce character of the isolation bearings.

  • 【文献出处】 振动与冲击 ,Journal of Vibration and Shock , 编辑部邮箱 ,2005年03期
  • 【分类号】TU352.12
  • 【被引频次】45
  • 【下载频次】348
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