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智能隔震结构的模态控制

Modal Control for Isolated Structures Using MR Dampers

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【作者】 党育霍凯成瞿伟廉

【Author】 DANG Yu1,2,HUO Kai-cheng1,QU Wei-lian1(1.Hubei Key Laboratory of Roadway Bridge & Structure Engineering;Wuhan University of Technology,Wuhan 430070,China;2.School of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China)

【机构】 武汉理工大学湖北省道路与桥梁重点试验室兰州理工大学土木学院

【摘要】 本文应用模态控制方法对加磁流变阻尼器的隔震结构进行控制。基础隔震结构的响应主要以第一振型为主,且基础隔震结构具有非比例阻尼,无法进行常规的振型分解,本文引入复振型分解法,对基础隔震结构进行振型分解,再用LQG算法对结构的第一振型进行控制。该方法可以方便地确定权重矩阵,并改善了一般的模态控制方法对隔震结构的造成的误差。数值分析表明,该算法有较好的精度,且控制方法简单。

【Abstract】 This paper proposes an implementation of modal control for isolated structures using MR dampers.Isolated structures are denoted as nonclassically damped,and the complex mode superposition method for solution of such a problem is used.The first model response of isolated structures is in the highest flight,and modal control reshapes the motion of a structure by a merely controlling the first mode of isolated structure.The proposed method is able to design the weighting matrix of the controller easily and to evaluate dynamic response of nonlinear isolated structures accurately.The numerical results indicate that the proposed method can provide much higher accuracy and require less computational steps.

  • 【文献出处】 华中科技大学学报(城市科学版) ,Journal of Huazhong University of Science and Technology(Urban Science Edition) , 编辑部邮箱 ,2008年04期
  • 【分类号】TU352.12
  • 【被引频次】6
  • 【下载频次】106
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