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水平地震作用下巨-子型有控结构的动力响应研究
引用本文:刘新爱,张洵安,王显彬.水平地震作用下巨-子型有控结构的动力响应研究[J].东北重型机械学院学报,2009(3):254-257.
作者姓名:刘新爱  张洵安  王显彬
作者单位:西北工业大学力学与土木建筑学院,陕西西安710129
基金项目:西北工业大学科技创新基金(M450211)
摘    要:针对巨-子型有控结构存在的因子结构加速度过大及位移过大可能会造成主、子结构碰撞的问题,本文设置了一种实际的粘滞阻尼器,分析水平地震作用下其对巨-子型有控结构动力响应的控制效果,通过改变粘滞阻尼器的安装位置,进一步讨论了粘滞阻尼器安装位置对其控制效果的影响,研究表明:粘滞阻尼器的设置不会影响子结构的调频作用,且能改善巨-子型有控结构的控制效果,减小主结构位移、子结构加速度响应,其在结构中的安装位置对控制效果影响显著。

关 键 词:巨-子型有控结构  水平地震作用  粘滞阻尼器  动力响应

Study on dynamic responses of mega-sub controlled structure under horizontal seismic
Authors:LIU Xin-ai  ZHANG Xun-an  WANG Xian-bin
Affiliation:(College of Mechanics and Civil Engineering, Northwestern Polytechnic University, Xi'an, Shaanxi 710129, China)
Abstract:To avoid the collision between the mega-frame and sub-flame which caused by too large acceleration and displacement of the sub-frame for the mega-sub controlled structure, some viscous dampers are set up to improve the mega-sub controlled structure. An analysis of time history dynamic responses of the mega-sub controlled structure under horizontal seismic is made. It was shown that setting viscous dampers won't affect the role of modulating frequency of the sub-frame, and it can improve the effectiveness of the mega-sub controlled structure, reduce the displacement of the mega-frame and acceleration response of the sub-frame. In addition, the installation site of the viscous dampers in the structure significantly affect the control effect.
Keywords:mega-sub controlled structure  horizontal seismic  viscous dampers  dynamic response
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