Parametric Analysis and Simplified Design Method of Double Tuned Mass Damper

滕飞; 闫维明; 许维炳; 王瑾; 倪铭

doi:10.13409/j.cnki.jdpme.2015.02.008

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Parametric Analysis and Simplified Design Method of Double Tuned Mass Damper

更新时间：2025-12-11

- Parametric Analysis and Simplified Design Method of Double Tuned Mass Damper
- Vol. 35, Issue 2, Pages: 192-198(2015)
- 作者机构：
- 作者简介：
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- DOI：10.13409/j.cnki.jdpme.2015.02.008
  CLC： U352.1
- Published：2015
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[1]滕飞,闫维明,许维炳,王瑾,倪铭.双调谐质量阻尼器参数分析及简化设计方法[J].防灾减灾工程学报,2015,35(02):192-198.

滕飞, 闫维明, 许维炳, et al. Parametric Analysis and Simplified Design Method of Double Tuned Mass Damper[J]. 2015, 35(2): 192-198.
[1]滕飞,闫维明,许维炳,王瑾,倪铭.双调谐质量阻尼器参数分析及简化设计方法[J].防灾减灾工程学报,2015,35(02):192-198. DOI： 10.13409/j.cnki.jdpme.2015.02.008.

滕飞, 闫维明, 许维炳, et al. Parametric Analysis and Simplified Design Method of Double Tuned Mass Damper[J]. 2015, 35(2): 192-198. DOI： 10.13409/j.cnki.jdpme.2015.02.008.

摘要

双调谐质量阻尼器参数较多

迄今其设计方法、有效性和鲁棒性的研究仍不完善。针对双调谐质量阻尼器的设计方法进行了研究

推导了双调谐质量阻尼器-单自由度结构体系的位移响应放大系数

基于min.（max.DDMF）最优化目标函数

系统地分析了阻尼器参数对受控结构位移响应放大系数控制效果的影响规律;在此基础上

给出了一种双调谐质量阻尼器（DTMD）的简化设计方法

并通过仿真分析对该简化设计方法的有效性进行了评价。结果表明

基于受控结构-DTMD系统参数研究提出的简化设计方法可为DTMD的实际应用提供理论指导;依据简化设计方法设计的双调谐质量阻尼器可有效降低受控结构的动力响应

且控制效果的鲁棒性明显优于单调谐质量阻尼器（TMD）。

Abstract

The design method

effectiveness and robustness of double tuned mass damper（DTMD）have not been fully researched due to its lots of parameters.In view of this

the method for design of the DTMD was researched

the displacement response amplification factor of DTMDsingle degree of freedom system was derived.Based on min.（max.DDMF）optimized objective function

the regularity of influence of damper′s parameters on effectiveness of controlling displacement response amplification coefficient of the structure was analyzed systematically.Based on this

a simplified design method for DTMD was presented

and its effectiveness was evaluated through simulation analysis.Results show that the simplified design method proposed based on parametric research of controlled structure-DTMD system may provide a theoretical guide for practical application of DTMD.The DTMD designed according to the simplified design method can effectively reduce the dynamic response of the main structure

and the robustness of controlling effectiveness of the MTDM is better than that of single tuned mass damper（TMD）.

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references

新型悬吊式TMD及其在某标志塔风振控制中的应用 [J]. 闫维明,纪金豹,蒋华戈,鄢圣超,秦丽. 建筑结构学报 . 2010(02)

结构双重调谐质量阻尼器（DTMD）控制策略研究 [J]. 李春祥,韩兵康,杜冬. 土木工程学报 . 2005(05)

质量阻尼器的发展 [J]. 李春祥,刘艳霞,王肇民. 力学进展 . 2003(02)

Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration [J] . ChunxiangLi. Earthquake Engng. Struct. Dyn. . 2000 (9)

OPTIMUM PARAMETERS OF MULTIPLE TUNED MASS DAMPERS FOR BASE-EXCITED DAMPED SYSTEMS [J] . A.S. Joshi,R.S. Jangid. Journal of Sound and Vibration . 1997 (5)

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