Comparison of deck-anchored damper and clipped tuned mass damper on cable vibration reduction

被引：6
|
作者：
Wu, W. J. [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
来源：
STRUCTURAL ENGINEERING AND MECHANICS | 2009年 / 32卷 / 06期
关键词：
cable vibration; TMD damper; viscous damper; system modal damping; transfer function; DISCRETE OIL DAMPERS; ON TMD SYSTEM; 3-DIMENSIONAL VIBRATION; VISCOUS DAMPER; MR DAMPER; SAG; MITIGATION;
D O I：
10.12989/sem.2009.32.6.741
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Excessive cable vibrations are detrimental to cable-stayed bridges. Increasing the system damping of cables is a key solution to resolve this severe problem. Equations representing the dynamic characteristics of an inclined cable with a Deck-Anchored Damper (DAD) or with a Clipped Tuned Mass Dampers (CTMD) are reviewed. A theoretical comparison on the performance of cable vibration reduction between the cable-DAD system and the cable-CTMD systems is thoroughly discussed. Optimal system modal damping for the free vibration and transfer functions for the forced vibration for the two cable-damper systems are addressed and compared in detail. Design examples for these two different dampers are also provided.
引用
收藏
页码：741 / 754
页数：14
相关论文
共 50 条
  • [1] A stay cable with viscous damper and tuned mass damper
    Viet Hung Cu
    Han, Bing
    [J]. AUSTRALIAN JOURNAL OF STRUCTURAL ENGINEERING, 2015, 16 (04) : 316 - 323
  • [2] Vibration Damping of a Taut Cable with the Hybrid Application of a Viscous Damper and a Tuned Mass Damper
    Yang, Xia
    Zhou, Haijun
    Cai, Chunsheng
    Huang, Xigui
    Du, YanLiang
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2024, 29 (05)
  • [3] Comparison Study of Vibration Control Effects between Suspended Tuned Mass Damper and Particle Damper
    Lu, Zheng
    Wang, Dianchao
    Li, Peizhen
    [J]. SHOCK AND VIBRATION, 2014, 2014
  • [4] Experimental Study on a Tuned-Mass Damper of Offshore for Vibration Reduction
    Wu, Qiong
    Zhao, Xilu
    Zheng, Rencheng
    [J]. 13TH INTERNATIONAL CONFERENCE ON MOTION AND VIBRATION CONTROL (MOVIC 2016) AND THE 12TH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN STRUCTURAL DYNAMICS (RASD 2016), 2016, 744
  • [5] Experimental investigation of vibration attenuation using nonlinear tuned mass damper and pendulum tuned mass damper in parallel
    Sun, C.
    Nagarajaiah, S.
    Dick, A. J.
    [J]. NONLINEAR DYNAMICS, 2014, 78 (04) : 2699 - 2715
  • [6] Experimental investigation of vibration attenuation using nonlinear tuned mass damper and pendulum tuned mass damper in parallel
    C. Sun
    S. Nagarajaiah
    A. J. Dick
    [J]. Nonlinear Dynamics, 2014, 78 : 2699 - 2715
  • [7] Comparison study of damping performance between tuned mass damper and tuned particle damper
    Lu, Zheng
    Liao, Yuan
    Lu, Xilin
    [J]. Jianzhu Jiegou Xuebao/Journal of Building Structures, 2019, 40 (12): : 163 - 168
  • [8] Inertial mass damper for mitigating cable vibration
    Lu, Lei
    Duan, Yuan-Feng
    Spencer, Billie F., Jr.
    Lu, Xilin
    Zhou, Ying
    [J]. STRUCTURAL CONTROL & HEALTH MONITORING, 2017, 24 (10):
  • [9] A Comparison between a New Semi-Active Tuned Mass Damper and an Active Tuned Mass Damper
    Owji, H. R.
    Shirazi, A. Hossain Nezhad
    Sarvestani, H. Hooshmand
    [J]. PROCEEDINGS OF THE TWELFTH EAST ASIA-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION (EASEC12), 2011, 14
  • [10] Study on a pounding tuned rotary mass damper and its vibration reduction performance
    滚动碰撞式调制质量阻尼器及其减振性能研究
    [J]. 2018, Nanjing University of Aeronautics an Astronautics (31):
12345