基于帝国竞争算法和LQG的磁流变阻尼器-建筑结构系统的振动控制
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  • 英文篇名:Vibration control of a seismically-excited structural building with MR dampers based on ICA-LQG
  • 作者:林秀芳 ; 陈淑梅 ; 黄国荣
  • 英文作者:LIN Xiufang;CHEN Shumei;HUANG Guorong;College of Mechanical Engineering,Fuzhou University;Jinshan College,Fujian Agricultural and Forrest University;
  • 关键词:磁流变阻尼器 ; 振动控制 ; 帝国竞争算法 ; LQG控制
  • 英文关键词:magnetorheological(MR) damper;;vibration control;;imperialist competitive algorithm(ICA);;linear quadratic Gaussian(LQG) control
  • 中文刊名:ZDCJ
  • 英文刊名:Journal of Vibration and Shock
  • 机构:福州大学机械工程及自动化学院;福建农林大学金山学院;
  • 出版日期:2018-03-15
  • 出版单位:振动与冲击
  • 年:2018
  • 期:v.37;No.313
  • 基金:福建省教育厅科技项目(JB13285);; 2016年度中央财政支持地方高校发展专项资金资助项(闽财教函[2016]14号);; 福建省科技创新平台建设资助项目(2011H2008)
  • 语种:中文;
  • 页:ZDCJ201805030
  • 页数:8
  • CN:05
  • ISSN:31-1316/TU
  • 分类号:201-208
摘要
目前,磁流变阻尼器(Magnetorheological Damper,MRD)已经成为一种重要的智能半主动控制装置。为实现MRD对建筑结构的减震控制,首先,通过引入一种帝国竞争算法(Imperialist Competitive Algorithm,ICA)和线性二次型高斯(Linear Quadratic Gaussian,LQG)控制相结合的智能控制方法(ICA-LQG)计算出理想的控制力。针对LQG控制器的加权矩阵难以整定这一问题,根据优化目标和阻尼力的限制条件,利用ICA对其参数进行优选。然后,通过对一款商用的MRD进行性能测试,获得其基于Bouc-Wen模型的动力学特性。最后,利用剪枝最优控制(Clipped-Optimal Control,COC)方法将ICA-LQG计算的理想控制力转化为MRD的控制电流。为检验这种集成了ICA-LQG和COC的半主动控制(ICALQG-COC)方法的有效性,以一个三层的框架结构为工程背景,分别对无控制、两种被动控制、未经优化的LQG-COC(LQG-COC)半主动控制以及ICA-LQG-COC半主动控制下的减震结果进行比较分析。三种地震波激励下的数值结果都表明:在所比较的控制方法中,ICA-LQG-COC方法展现出最优越的综合控制性能并且能够最大限度地减小结构的最大位移和加速度响应。
        Recently,MR damper has become an important smart semi-active control device. Firstly,to achieve its application in vibration control of a structural building,a new intelligent control strategy ICA-LQG combining the imperialist competitive algorithm( ICA) and the linear quadratic Gaussian( LQG) control approach was proposed to calculate ideal controlling forces. To overcome difficulties of determining weighted matrixes of LQG controller,ICA was adopted to optimize its parameters according to the constraint conditions for objectives to be optimized and damping force.Secondly,dynamic characteristics of MR damper based on Bouc-Wen model were obtained with tests. Finally,the clipped-optimal control( COC) was used to convert ideal controlling forces calculated with ICA-LQG into the control current of MR damper. To validate the effectiveness of the proposed semi-active control strategy ICA-LQG-COC integrating ICA-LQG and COC,a 3-story frame building was taken as an example,the aseismic results obtained with uncontrolled,two passive control,traditional LQG-COC and ICA-LQG-COC approaches,respectively were analyzed contrastively. The numerical results obtained under three seismic excitations demonstrated that in all control methods mentioned above,the proposed semi-active control strategy ICA-LQG-COC exhibits the most excellent comprehensive control performance and it can reduce the maximum displacement and acceleration responses of the structural building to the utmost extent.
引文
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