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多重调谐质量阻尼器最优动力特性的趋势 被引量:5

Further Trends of the Optimum Dynamic Characteristics of Multiple Tuned Mass Dampers
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摘要 多重调谐质量阻尼器 ( MTMD)是由频率呈线性分布的多个 TMD所组成 .刚度和阻尼保持常量但质量变化形成的 MTMD模型能够提供更好的有效性和鲁棒性 .文中揭示了这种 MTMD模型最优动力特性的进一步趋势 .数值结果表明 ,对于一个给定的总质量比 ,当 MTMD的总数超过某一值时 ,其最优平均阻尼比趋近于零即导致近零最优平均阻尼比 .近零最优平均阻尼比将使MTMD产生大的冲程 ,因此 ,MTMD的总数存在上限 。 Multiple tuned mass dampers (MTMD) consist of many tuned mass dampers (TMDs) with the frequencies taking on a linear distribution. It has been demonstrated that the MTMD with the identical stiffness and damping coefficient but unequal mass provides better effectiveness and higher robustness. Further trends of the optimum dynamic characteristics of the MTMD were disclosed. The numerical results indicate that for a given total mass ratio, when the total number exceeds a certain vlaue, the optimum average damping ratio of the MTMD approaches zero, implying that the near zero optimum average damping ratio occurs. The near zero optimum average damping ratio will make the MTMD have a large stroke. Therefore, there exists an upper limit on the total number of the MTMD, that is, the maximum allowable total number.
作者 李春祥
出处 《上海交通大学学报》 EI CAS CSCD 北大核心 2002年第11期1652-1655,共4页 Journal of Shanghai Jiaotong University
关键词 振动控制 多重调谐质量阻尼器 近零最优平均阻尼比 结构 vibration control multiple tuned mass dampers (MTMD) near zero optimum average damping ratio
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参考文献7

  • 1Xu K, Igusa T. Dynamic characteristics of multiple substructures with closely spaced frequencies[J].Earthquake Engineering and Structural Dynamics,1992,21(12):1059-1070. 被引量:1
  • 2Yamaguchi H, Harnpornchai N. Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations[J]. Earthquake Engineering and Structural Dynamics,1993,22(1):51-62. 被引量:1
  • 3Abe M, Fujino Y. Dynamic characterization of multiple tuned mass dampers and some design formulas[J]. Earthquake Engineering and Structural Dynamics,1994,23(8):813-835. 被引量:1
  • 4Jangid R S. Dynamic characteristics of structures with multiple tuned mass dampers[J]. Structural Engineering and Mechanics,1995,3(5):497-509. 被引量:1
  • 5Kareem A, Kline S. Performance of multiple mass dampers under random loading[J]. Journal of Structural Engineering, ASCE,1995,121(2):348-361. 被引量:1
  • 6Li Chun xiang. Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration[J]. Earthquake Engineering and Structural Dynamics,2000,29(9):1405-1421. 被引量:1
  • 7Li Chun-xiang. Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF[J].Earthquake Engineering and Structural Dynamics,2002,31(4):897-919. 被引量:1

同被引文献20

  • 1Li C. Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under ground acceleration [J]. Earthquake Engineering and Structural Dynamics, 2000, 29 : 1405 -- 1421. 被引量:1
  • 2Li C. Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF [J]. Earthquake Engineering and Structural Dynamics, 2002, 31:897-- 919. 被引量:1
  • 3XU K, Igusa T. Dynamic characteristics of multiple substructures with closely spaced frequency [J].Earthquake Engineering and Structual Dynamics,1992,21:1059-1070. 被引量:1
  • 4Yamaguchi H, Harnpornchai N. Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillation [J]. Earthquake Engineering and Structure Dynamics, 1993, 22: 51--62. 被引量:1
  • 5Jangid R S. Dynamic characteristics of sturctures with multiple tuned mass dampers [J]. Structural Engineering and Mechanics, 1995, 3(5):497--509. 被引量:1
  • 6Kareem A, Kline S. Performance of multiple tuned mass dampers under random loading [J]. Journal of Structural Engineering, 1995, 121 (2) : 348-- 367. 被引量:1
  • 7Xu K, Igusa T. Dynamic characteristics of multiple substructures with closely spaced frequencies [J].Earthquake Engineering and Structural Dynamics,1992, 21(12):1059-1070. 被引量:1
  • 8Yamaguchi H, Harnpornchai N. Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations [J]. Earthquake Engineering and Structural Dynamics, 1993,22(1):51-62. 被引量:1
  • 9Jangid R S. Dynamic characteristics of structures with multiple tuned mass dampers [J]. Structural Engineering and Mechanics, 1995, 3(5).497-509. 被引量:1
  • 10Kareem A, Kline S. Performance of multiple mass dampers under random loading [J]. Journal of Structural Engineering, ASCE, 1995, 121 (2): 348-361. 被引量:1

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