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支座滑道半径对摩擦摆基础隔震结构地震反应的影响

Influence of radius of spherical surface on the seismic responses of base-isolated structure with friction pendulum system

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【作者】 王建强陈磊河攸青言赵卓

【Author】 WANG Jianqiang1,CHEN Leihe2,YOU Qingyan3,ZHAO Zhuo1(1.School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China;2.Department of Civil Engineering,Henan Institute of Engineering,Zhengzhou 451191,China;3.713th Research Institute of China Shipbuilding Industry Corporation,Zhengzhou 450015,China;)

【机构】 郑州大学土木工程学院河南工程学院土木工程系中国船舶重工集团第七一三研究所

【摘要】 对摩擦摆基础隔震结构进行了地震反应分析,研究了支座滑道半径对支座位移、楼层加速度和楼层剪力的影响,表明当支座的摩擦系数较小时,随着支座滑道半径的增大,隔震结构的自振周期增大,摩擦摆支座位移逐渐增大,结构的加速度反应和楼层剪力减小;当支座的摩擦系数较大时,改变支座的滑道半径,调整基础隔震结构周期对支座位移、结构加速度反应和楼层剪力的影响较小。

【Abstract】 The seismic responses of the base-isolated structure with friction pendulum system were analyzed.The influence of the radius of the spherical surface on the displacement of the bearing,the acceleration of the structure and the inter-story shear force were calculated.If the friction coefficient of the bearing is small,as the radius increases,the periods of the structure and the displacement of the bearing will increase,the acceleration of the structure and the shear force will decrease.If the friction coefficient is large,the influence of the radius of the spherical surface on the seismic responses of the structure becomes little.

【基金】 国家自然科学基金资助项目(50978166);河南省重点科技攻关计划资助项目(102102210062);教育厅自然科学研究资助项目(2011A560012)
  • 【文献出处】 地震工程与工程振动 ,Journal of Earthquake Engineering and Engineering Vibration , 编辑部邮箱 ,2011年04期
  • 【分类号】TU352.12
  • 【被引频次】9
  • 【下载频次】231
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