液体质量双调谐阻尼器（TLMD）的设计方法研究

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摘要基于结构动力学和流体力学原理，对液体质量双调谐阻尼器（TLMD）的减振机理和计算公式作了推导，归纳了TLMD的设计方法。在此基础上，结合调谐质量阻尼器（TMD）的有限元模型，以及单自由度体系在给定初位移的自由振动试验，检验了TLMD设计方法的可行性与准确性。试验结果表明TLMD减振效果的试验值与模拟值吻合较好，且近似为调谐液体阻尼器（TLD）和TMD的叠加，整个设计过程较为简便。最后以30层钢框架结构的地震响应控制为例，演示了应用TLMD减震的设计过程。

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关键词 ：调谐液体阻尼器（TLD）, 调谐质量阻尼器（TMD）, 双调谐, 设计方法, 减震.

Abstract：Based on the principle of dynamics of structures and fluid mechanics,the vibration reduction principle and the calculation formula of tuned liquid and mass damper (TLMD) were deduced,and the design method of TLMD was summarized.By combining the finite element model of TMD with the free vibration test of the single freedom system,the feasibility and accuracy of the TLMD design method were tested.Experimental results show that the damping effect of TLMD is in good agreement with the simulation results,and the vibration suppression effect of TLMD was approximate to the superposition effect of TLD and TMD.The design process is simple also.Eventually,taking a 30-story steel structure building for example,the design process of seismic damping by TLMD was demonstrated.

Key words： tuned mass damper (TMD) tuned liquid damper (TLD) double tuning design method seismic damping

收稿日期: 2015-10-19 出版日期: 2017-04-15

引用本文:

盛涛金红亮李京孙超超. 液体质量双调谐阻尼器（TLMD）的设计方法研究[J]. 振动与冲击, 2017, 36(8): 197-202.
SHENG Tao,JIN Hongliang,LI Jing,SUN Chaochao. A study on the design method of tuned liquid and mass damper (TLMD). JOURNAL OF VIBRATION AND SHOCK, 2017, 36(8): 197-202.

链接本文:

http://jvs.sjtu.edu.cn/CN/ 或 http://jvs.sjtu.edu.cn/CN/Y2017/V36/I8/197

[1] 滕军. 结构振动控制的理论、技术与方法 [M]. 北京: 科学出版社, 2009: 171-180.
[2] 日本建筑学会. 隔震结构设计 [M]. 刘文光译. 北京: 地震出版社, 2006: 193-198.
[3] 汪志昊, 华旭刚, 陈政清, 等. 基于微型永电磁式涡流阻尼TMD的人行桥模型减振试验研究 [J]. 振动与冲击, 2014, 33(2): 129-139.
WANG Zhihao, HUA Xugang, CHEN Zhengqin, et al. Experimental study on vibration control of a model footbridge by a tiny eddy-current tuned mass damper with permanent magnets [J]. Journal of vibration and shock, 2014, 33(2): 129-139.
[4] Shum K M. Tuned vibration absorbers with nonlinear viscous damping for damped structures under random load [J]. Journal of Sound and Vibration, 2015, 346(23): 70-80.
[5] 王志强, 胡世德, 范立础. 东海大桥粘滞阻尼器参数研究[J]. 中国公路学报, 2005, 18(3): 37-42.
WANG Zhiqiang, Hu Shide, FAN Lichu. Research on viscous damper parameters of Donghai Bridge [J]. China Journal of Highway and Transport, 2005, 18(3): 37-42.
[6] 陈永祁, 耿瑞琦, 马良喆. 桥梁用液体黏滞阻尼器的减振设计和类型选择 [J]. 土木工程学报, 2007, 40(7): 56-61.
CHEN Yongqi, GENG Ruiqi, MA Liangzhe. Design and selection of fluid viscous devices for shock control of bridges [J]. China Civil Engineering Journal, 2007, 40(7): 56-61.
[7] 李黎, 张俊勇, 唐稼祥. 调谐液体阻尼器(TLD)用于风振控制的研究进展 [J]. 噪声与振动控制, 1997, 18(1): 17-21.
    LI li, ZHANG Junyong, TANG Jiaxiang. Recent advances of tuned liquid damper (TLD) applied in wind-induced vibration control [J]. Noise and Vibration Control, 1997, 18(1): 17-21.
[8] Wu W J, Cai C S, Theoretical exploration of a taut cable and a TMD system [J]. Engineering Structures, 2007, 29(3): 962-972.
[9] 袁小钦, 刘习军, 张秦侠. MR-TMD减振系统对连续箱形桥振动控制研究 [J]. 振动与冲击, 2012, 31(20): 153-157.
YUAN Xiaoqin, LIU Xijun, ZHANG Qinxia. Continuous box bridge vibration control with MR-TMD damper system [J]. Journal of vibration and shock, 2012, 31(20): 153-157.
[10] 汪正兴, 王波, 钟继卫, 等. 液体质量双调谐减振器（TLMD）研究与应用 [J]. 桥梁建设, 2011, (1): 10-13.
WANG Zhengxing, WANG Bo, ZHONG Jiwei. Research and application of liquid and mass damper (TLMD) [J]. Bridge Construction, 2011, (1): 10-13.
[11] Tahara Y, Stern F, Rosen B. An interactive approach for calculating ship boundary layers and wakes for nonzero Froude number [J]. Journal of Computational Physics, 1992, 98(1): 33-53.
[12] 毛根海. 应用流体力学 [M]. 北京: 高等教育出版社, 2006: 163-164.
[13] 李爱群. 工程结构减振控制 [M]. 北京: 机械工业出版社, 2007: 245-246.
[14] 陈政清. 工程结构的风致振动、稳定与控制 [M]. 北京: 科学出版社, 2013: 498-499.
[15] 刘立平, 李英民, 韩军. 调液阻尼器减振效应研究的综述和展望 [J]. 重庆建筑大学学报, 28(4): 132-137.
LIU Liping, LI Yingmin, HAN Jun. Review of current research on the reducing vibration action with tuned liquid damper [J]. Journal of Chongqing Jianzhu University, 28(4): 132-137.
[16] 张敏政, 丁世文, 郭迅. 利用水箱减振的结构控制研究 [J]. 地震工程与工程振动, 1993, 13(1): 40-48.
   ZHANG Minzheng, DING Shiwen, GUO Xun. Study on structure control using tuned sloshing damper [J]. Earthquake Engineering and Engineering Vibration, 1993, 13(1): 40-48.
[17] 瞿伟廉. 高层建筑和高耸结构的风振控制设计[M]. 武汉: 武汉测绘科技大学出版社, 1991.
[18] 柳国环, 李宏男, 国巍. TLD-结构体系转化为TMD-结构体系的减振计算方法 [J]. 工程力学, 2011, 28(5): 31-34.
   LIU Guohuan, LI Hongnan, GUO Wei. An equivalent calculation method for analysis of structural vibration control of transforming TLD-structure to TMD-structure system [J]. Engineering Mechanics, 2011, 28(5): 31-34.
[19] Clarence W.de Silva. 振动阻尼、控制和设计 [M]. 李惠彬,张曼, 等译. 北京: 机械出版社, 2013: 15-16, 21-22, 53-54.
[20] Chopra A K. Dynamics of structures: theory and applications in earthquake engineering [M]. New Jersey: Prentice Hall/Pear- son Education Press, 2011: .48-50
[21] 李春祥, 刘艳霞, 王肇民, 等. 高层钢结构地震反应控制的MTLD系统优化设计[J]. 工程力学, 2000, 17(2): 120-128.
   LI Chunxiang, LIU Yanxia, WANG Zhaomin, et al. The optimum design of MTLD system for controlling the seismic response of tall steel structures [J]. Engineering mechanics, 2000, 17(2): 120-128.