基于任意整数的多重调谐质量阻尼器
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摘要
由于中心自振频率的设置,至今研究的多重调谐质量阻尼器器(MTMD)都是由奇数个调谐质量阻尼器 (TMD)所组成。放弃中心自振频率的设置,提出了基于任意整数的多重调谐质量阻尼器多重调谐质量阻尼器可由任意奇数个或偶数个调谐质量阻尼器组成。使用建立的结构MTMD系统传递函数,定义了结构和MTMD的动力放大系数(DMF)。MTMD最优参数和有效性的评价准则于是可定义为结构最大动力放大系数的最小值的最小化(MIN.MIN. MAX.DMF)。而MTMD冲程的评价准则定义为MTMD中每个TMD最大动力放大系数的最大值。根据定义的评价准则,评价了基于任意整数MTMD的控制性能(包括MTMD的冲程评价)。
To date,researches have been focused practically on the multiple tuned mass dampers (MTMD) with the total system composed of odd number dampers due to setting the central natural frequency. The arbitrary integer based MTMD is proposed through giving up the central natural frequency hypothesis .The total number of dampers may be selected as odd or even. Employing the formulated transfer functions of the MTMD structure sys tem, the dynamic magnification factors (DMF) of the MTMD structure system are defined.The evaluation criteria can then be selected as minimizing the minimum values of the maximum DMF of the structure (min.min.max. DMF) and, in addition,the maximum dynamic magnification factor of each TMD in the MTMD. The control performance of the MTMD (including the MTMD stroke) then is evaluated in terms of the defined criteria.
引文
1 XU KJGUSA T. DYNAMIC CHARACTERITICS OF MULTIPLE SUBSTRUCTURES WITH CLOSELY SPACED FREQUENCIES.EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS 1992,21:1059-1070
    2 YAMAGUCHI H,HARNPORNCHAI N.FUNDAMENTAL CHARACTERISTICS OF MULTIPLE TUNED MASS DAMPERS FOR SUPPRESSING HARMONICALLY FORCED OSCILLATORS.EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS 1993,22:51-62
    3 JANGID R S.DYNAMIC CHARACTERISTICS OF STRUCTURES WITH MULTIPLE TUNED MASS DAMPERS.STRUCTURAL ENGINEERING AND MECHANICS 1995,3(5):497-509
    4 LI CHUNXIANG.PERFORMANCE OF MULTIPLE TUNED MASS DAMPERS FOR ATTENUATING UNDESIRABLE OSCILLATIONS OF STRUCTURES UNDER THE GROUND ACCELERATION.EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS 2000,29:1405-1421
    5李春祥,熊学玉,司伟建.基于位移控制的MTMD对地震下结 构加速度的影响评价.振动与冲击,2003,22(1):16-19
    6李春祥,杜冬.基于结构加速度响应控制时不同激励下 MTMD性能的比较研究.振动与冲击,2003,22(4):91-93
    7李春祥,杜冬.MTMD对结构刚度和质量参数摄动的鲁棒性. 振动与冲击,2004,23(1):38-40
    8李春祥,周岱.基于位移响应控制时不同激励下MTMD性能 的比较研究.振动与冲击,2004,23(2):52-54
    9李春祥.基于刚度-阻尼主动多重调谐质量阻尼器模型的性能 评价.振动与冲击,2004,23(4):103-106
    10 LA CHUNXIANG. OPTIMUM MULTIPLE TUNED MASS DAMPERS FOR STRUCTURES UNDER THE GROUND ACCELERATION BASED ON DDMF AND ADMF.EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS 2002,31:897-919

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