一种组合型质量阻尼器的振动台试验研究

鲁正,王贤林,何任飞,于昌辉,程健

振动与冲击 ›› 2018, Vol. 37 ›› Issue (12) : 220-225.

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振动与冲击 ›› 2018, Vol. 37 ›› Issue (12) : 220-225.
论文

一种组合型质量阻尼器的振动台试验研究

  • 鲁正,王贤林,何任飞,于昌辉,程健
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An experimental study on shaking table test of a combined mass damper

  • LU Zheng, WANG Xianlin, HE Renfei, YU Changhui, CHENG Jian
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摘要

基于液体调谐和颗粒碰撞协同减振的原理,提出一种组合型质量阻尼器,并对其开展振动台试验的初步研究,对比考察某单自由度结构不附加、附加组合型质量阻尼器、附加传统质量阻尼器和附加传统液体阻尼器在三种不同地震波激励下的动力响应,验证组合型质量阻尼器的减振工作性能。试验研究表明:无论是从峰值加速度衰减率,还是均方根加速度衰减率来看,新型组合型质量阻尼器的减振性能基本优于传统质量阻尼器;传统阻尼器的减震效果更易受激励地震波特性的影响;组合型质量阻尼器在全频带内均有减震效果,低频内减震效果更佳;且其减震效果对地震波幅值变化不敏感,系统鲁棒性较好。

Abstract

A combined mass damper (CMD) was put forward based on the joint vibration reduction effect of tuned liquid and colliding particles. A series of shaking table tests was designed, in order to investigate the dynamic response of a singledegreeoffreedom bent frame structure with or without the damper (CMD, TMD and TLD are tested respectively) under three different kinds of earthquake waves and test the vibration reduction performance of CMD. It is shown that the vibration reduction performance of CMD is basically better than the traditional dampers no matter peak acceleration attenuation rate or rootmeansquare acceleration attenuation rate. The vibration reduction effect of traditional dampers is sensitive to the characteristics of earthquake wave, while CMD is effective in the whole frequency band especially in low frequency. Also, the vibration reduction effect of CMD is not sensitive to the variety of the amplitude of earthquake waves, which means the system has good robustness. 
 
 

关键词

组合型质量阻尼器 / 调谐质量阻尼器 / 调谐液体阻尼器 / 颗粒阻尼 / 振动控制

Key words

combined mass damper / tuned mass damper / tuned liquid damper / particle damper / vibration control

引用本文

导出引用
鲁正,王贤林,何任飞,于昌辉,程健. 一种组合型质量阻尼器的振动台试验研究[J]. 振动与冲击, 2018, 37(12): 220-225
LU Zheng, WANG Xianlin, HE Renfei, YU Changhui, CHENG Jian . An experimental study on shaking table test of a combined mass damper[J]. Journal of Vibration and Shock, 2018, 37(12): 220-225

参考文献

[1]Housner G W, Bergman L A, Caughey T K, et al. Structural Control: Past, Present, and Future[J]. Journal of Engineering Mechanics, 1997, 123(9):897-971.
[2]李春祥,刘艳霞,王肇民. 质量阻尼器的发展[J]. 力学进展,2003,02:194-206.
   LI Chun-xiang, LIU Yan-xia, WANG Zhao-min. A review on mass dampers [J]. Advances in Mechanics, 2003, 02:194-206.
[3]刘艳霞,李春祥,王肇民. 高层钢结构建筑TLD地震反应控制优化设计[J]. 振动与冲击,1999,04:65-68+95.
   LIU Yan-xia, LI Chun-xiang, WANG Zhao-min. The optimal design for controlling seismic responses of high-rise steel structure buildings using TLD [J]. Journal of Vibration and Shock, 1999,04:65-68+95.
[4]赵鸿铁,徐赵东,张兴虎. 耗能减震控制的研究、应用与发展[J]. 西安建筑科技大学学报(自然科学版),2001,01:1-5+23.
   ZHAO Hong-tie, XU Zhao-dong, ZHANG Xing-hu. Study, application and development of energy dissipation and damping control [J]. Journal of Xi’an University of Architecture and Technology, 2001,01:1-5+23.
[5]Zheng Lu, Xiaoyi Chen, Dingchang Zhang and Kaoshan Dai. Experimental and analytical study on the performance of particle tuned mass dampers under seismic excitation. Earthquake Engineering and Structural Dynamics. 2016.11, DOI: 10.1002/eqe.2826
[6]鲁正,吕西林,闫维明. 颗粒阻尼技术研究综述[J]. 振动与冲击,2013,07:1-7.
LU Zheng, Lü Xi-lin, YAN Wei-ming. A survey of particle damping technology [J]. Journal of Vibration and Shock, 2013,07:1-7.
[7]胡溧,黄其柏,柳占新,王剑亮. 颗粒阻尼的动态特性研究[J]. 振动与冲击,2009,01:134-137+201.
HU Li, HUANG Qi-bai, LIU Zhan-xin, WANG Jian-liang. Dynamic characteristics of particle dampers [J]. Journal of Vibration and Shock,2009,01:134-137+201.
[8]夏兆旺,魏守贝,温华兵,刘献栋. 颗粒阻尼技术在制动鼓减振方面的应用研究[J]. 振动工程学报,2014,06:893-899.
XIA Zhao-wang, WEI Shou-bei, WEN Hua-bing, LIU Xian-dong. Application of particle damping in vibration attenuation of brake drum [J]. Journal of Vibration Engineering, 2014,06:893-899.
[9]Lieber P, Jensen D P. An acceleration damper: development, design and some applications[J]. Transactions of the ASME,1945,67: 523-30.
[10]A. Olȩdzki. A new kind of impact damper—from simulation to real design [J]. Mechanism and Machine Theory, 1981, 16(3):247-253.
[11]闫维明,黄韵文,何浩祥,王瑾. 颗粒阻尼技术及其在土木工程中的应用展望[J]. 世界地震工程,2010,04:18-24.
YAN Weiming, HUANG Yunwen, HE Haoxiang, WANG Jin. Particle damping technology and its application prospect in civil engineering [J]. World Earthquake Engineering, 2010,04:18-24.
[12]任晓亮. TLD和TMD减震的优化设计方法及应用[D].合肥工业大学,2010.
REN Xiao-liang.The aseismic optimal design method and application of TLD and TMD [D]. Hefei University of Technology,2010.
[13]施卫星,何斌,李晓玮,鲁正. 一种新型调谐质量阻尼器的试验研究[J]. 振动与冲击,2015,12:207-211.
SHI Wei-xing, HE Bin, LI Xiao-wei, LU Zheng. Experimental study on a new type of tuned mass damper [J]. Journal of Vibration and Shock, 2015,12:207-211.
[14]瞿伟廉,宋波,陈妍桂,翟新民. TLD对珠海金山大厦主楼风振控制的设计[J]. 建筑结构学报,1995,03:21-28.
   Qü Wei-lian, SONG Bo, CHEN Yan-jia, ZHAI Xin-min. Design of controlled wind vibration response of the main building of Jinshan Mansion in Zhuhai with TLD [J]. Journal of Building Structures, 1995,03:21-28.
[15]Kaoshan Dai, Jianze Wang, Refeng Mao, Zheng Lu and Shen-En Chen. Experimental investigation on dynamic characterization and seismic control performance of a TLPD system. The Structural Design of Tall and Special Buildings. 2016.12. DOI: 10.1002/tal.1350
[16]刘勋,施卫星,陈希.单摆式TMD简介及其减振性能分析[J]. 结构工程师,2012,06:66-71.
结构工程师,2012,06:66-71.
LIU Xun, SHI Wei-xing, CHEN Xi. Introduction and analysis of the pendulum-type tuned mass damper [J]. Structural Engineers, 2012,06:66-71.

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