Cable vibration control with a semiactive MR damper-numerical simulation and experimental verification

被引:24
|
作者
Wu, W. J. [1 ,2 ]
Cai, C. S. [1 ]
机构
[1] Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA
[2] Mustang Engn, Houston, TX 77084 USA
关键词
Magnetorheological (MR) damper; cable vibration control; semiactive control; ON TMD SYSTEM; VISCOUS DAMPER; STAY CABLES; REDUCTION; SAG;
D O I
10.12989/sem.2010.34.5.611
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Excessive stay cable vibrations can cause severe problems for cable-stayed bridges. In this paper a semiactive Magnetorheological (MR) damper is investigated to reduce cable vibrations. The control-oriented cable-damper model is first established; a computer simulation for the cable-damper system is carried out; and finally a MR damper is experimentally used to reduce the cable vibration in a laboratory environment using a semiactive control algorithm. Both the simulation and experimental results show that the semiactive MR damper achieves better control results than the corresponding passive damper.
引用
下载
收藏
页码:611 / 623
页数:13
相关论文
共 50 条
  • [1] Experimental study of vibration control of a cable with an attached MR damper
    Maslanka, Marcin
    Sapinski, Bogdan
    Snamina, Jacek
    JOURNAL OF THEORETICAL AND APPLIED MECHANICS, 2007, 45 (04) : 893 - 917
  • [2] Full-scale experimental verification on the vibration control of stay cable using optimally tuned MR damper
    Huang, Hongwei
    Liu, Jiangyun
    Sun, Limin
    SMART STRUCTURES AND SYSTEMS, 2015, 16 (06) : 1003 - 1021
  • [3] Semiactive Control of Structural Nonlinear Vibration Considering the MR Damper Model
    Li, Luyu
    Liang, Haizhi
    JOURNAL OF AEROSPACE ENGINEERING, 2018, 31 (06)
  • [4] Cable vibration control with a TMD-MR damper system: Experimental exploration
    Cai, C. S.
    Wu, W. J.
    Araujo, M.
    JOURNAL OF STRUCTURAL ENGINEERING, 2007, 133 (05) : 629 - 637
  • [5] IMPACT VIBRATION CONTROL USING A SEMIACTIVE DAMPER
    TANAKA, N
    KIKUSHIMA, Y
    JOURNAL OF SOUND AND VIBRATION, 1992, 158 (02) : 277 - 292
  • [6] Study of the cable-MR damper system vibration control
    School of Civil Engineering, Hunan University, Changsha 410082, China
    不详
    Gongneng Cailiao, 2006, 5 (823-826):
  • [7] Optimal marker of MR damper for vibration control of stay-cable
    Department of Civil Engineering, Tongji University, Shanghai 200092, China
    不详
    不详
    不详
    Yingyong Lixue Xuebao, 2006, 3 (479-483):
  • [8] Semiactive vibration control of a smart seat with an MR fluid damper considering its time delay
    Park, CH
    Jeon, DY
    JOURNAL OF INTELLIGENT MATERIAL SYSTEMS AND STRUCTURES, 2002, 13 (7-8) : 521 - 524
  • [9] Semiactive tuned mass damper for floor vibration control
    Setareh, Mehdi
    Ritchey, John K.
    Murray, Thomas M.
    Koo, Jeong-Hoi
    Ahmadian, Mehdi
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2007, 133 (02): : 242 - 250
  • [10] Experimental test of asymmetrical cable-stayed bridges using MR-damper for vibration control
    Heo, G.
    Kim, C.
    Lee, C.
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2014, 57 : 78 - 85