基于极点配置算法的黏滞阻尼器优化设计
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摘要
为克服常用极点配置算法的局限性,提出基于实模态空间解耦的极点配置算法,该算法求得的反馈增益矩阵中位移反馈增益始终为零,符合黏滞阻尼器特性。基于该反馈增益矩阵采用等效最优控制法进行参数优化设计,并提出基于阻尼器耗散能量的位置优化设计方法。在上述研究的基础上给出了黏滞阻尼器优化设计流程,并以某20层实际结构进行数值模拟,分析结果表明,被动控制系统性能与对应主动控制系统的性能相近,达到预期效果,验证该设计流程的有效性与正确性。
After analyzing the limitations of the commonly used pole assignment method,the pole assignment method based on decoupled real modal is proposed in this paper.The displacement vectors in the feedback gain matrix obtained by the given pole assignment method keeps in zero for the characteristics of viscous dampers.Based on the feedback gain,the equivalent optimal control method is applied in optimal design for parameters of viscous dampers.The method based on the damper's dissipated energy that was used in optimal design for location was proposed.The process of optimal design for viscous dampers is conducted.The numerical simulation of a 20-story steel frame structure installed with viscous dampers is used to verified the similarity of the performances and the effectively of the passive-control system and corresponding active-control system.It proves that the process of design is effective and rational.
引文
[1]周福霖.工程结构减震控制[M].北京:地震出版社,1997
    [2]Soong T T,Dargush G F.Passive energy dissipation systemsin structural engineering[M].New York:John Wiley&Sons,1997
    [3]欧进萍.结构振动控制—主动、半主动和智能控制[M].北京:科学出版社,2003
    [4]Ram Y M,Elhay S.Pole assignment in vibratory systemsby multi-input control[J].Journal of Sound and Vibration,2000,230(2):309-321
    [5]蔡丹绎.南京电视塔风振控制工程的试验研究[D].南京:东南大学,1998:49-52
    [6]李化凤.海洋平台结构振动控制方法研究[D].大连:大连理工大学,2007:46-52
    [7]Zhang Chunwei,Ou Jinping.Control strategies andexperimental verifications of the electromagnetic massdamper system for structural vibration control[J].Earthquake Engineering and Engineering Vibration,2008,7(2):181-192
    [8]滕军,申崇胜,鲁志雄.高柔结构风振AMD控制极点配置算法研究[J].工程抗震与加固改造,2010,32(1):1-6(Teng Jun,Shen Chongsheng,Lu Zhixiong.AMD controlof wind response of flexible-high building using poleassignment algorithm[J].Earthquake ResistantEngineering and Retrofitting,2010,32(1):1-6(inChinese))
    [9]Laub A J,Wette M.Algorithms and software for poleassignment and observers[R].Santa Barbara:Universityof California,1985
    [10]Luenberger D G.Canonical forms for linear multivariablesystems[J].IEEE Trans on Automatic Control,1967,12(3):290-293
    [11]林英.地震作用下高层建筑的分散控制研究[D].厦门:厦门大学,2009:50-52

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