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结构多重双重调谐质量阻尼器(MDTMD)的新控制策略

New control strategy of the multiple dual tuned mass dampers (MDTMD) for structures
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摘要 本文提出了一种新的控制策略———多重双重调谐质量阻尼器(以下简称为MDTMD)。MDT MD系统参数的可能组合形成十种MDTMD模型,本文评价其中最易制作的一种MDTMD模型。利用定义的优化目标函数,评价了MDTMD的控制性能。数值结果表明MDTMD比双重调谐质量阻尼器(DTMD)具有更好的有效性和对频率调谐的鲁棒性。但MDTMD的冲程大于DTMD的冲程。 The new control strategy of the multiple dual tuned mass dampers (MDTMD) is proposed in this paper to attenuate undesirable oscillations of structures under ground motion. The ten types of MDTMD can be formed in terms of the MDTMD system parameter combinations, whereas the MDTMD with the simplest manufacturing is chosen here. Employing the goal function defined for the optimum searching, the parameter studies have been performed to evaluate the control performance of the MDTMD. The results indicate that the MDTMD provides better effectiveness and robustness to the change in the frequency tuning than the dual tuned mass dampers (DTMD) with equal total mass.
作者 李春祥 杜冬
出处 《地震工程与工程振动》 CSCD 北大核心 2004年第4期122-126,共5页 Earthquake Engineering and Engineering Dynamics
关键词 多重双重调谐质量阻尼器(MDTMD) 双重调谐质量阻尼器(DTMD) 优化准则 鲁棒性 地震地面运动 动力吸振器 振动控制 multiple dual tuned mass dampers (MDTMD) dual tuned mass dampers (DTMD) optimal criteria robustness earthquake ground motion dynamic absorber vibration control
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参考文献2

  • 1Xu K,Igusa T. Dynamic characteristics of multiple substructures with closely spaced frequencies[J]. Earthquake Engineering and Structural Dynamics,1992,21(12):1059-1070.
  • 2Yamaguchi H,Harnpornchai N. Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillators[J]. Earthquake Engineering and Structural Dynamics, 1993,22(1):51-62.

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