Full Scale Experimental Evaluation for Cable Dampers

被引:0
|
作者
Liang Dong [1 ]
Tian Jingxian [2 ]
Du Chuang [1 ]
Ma Jinlong [1 ]
机构
[1] Hebei Univ Technol, Dept Civil Engn, Tianjin 300130, Peoples R China
[2] Hebei Univ Technol, Campus Planning Off, Tianjin 300401, Peoples R China
关键词
Cable vibration; damping evaluation; durability test; full scale test; oil dampers;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
One of the key techniques for building long span cable-stayed bridge is the mitigation of stay cable vibration. Mechanical dampers are widely used to mitigate in-plane and out-plane vibrations of long stay cables. In this study, two types of oil dampers were tested by a full scale model. Two types of tests were carried out. Test 1 is the damper performance test for evaluating the damping performance of dampers when they were installed on stay cables. The tested dampers were connected to the cable model via a full scale damper socket; and for one cable there were 2 dampers installed in perpendicular. The test results showed that both types of dampers have nonlinear damping characteristics. Test 2 is the durability test for evaluating the deterioration of dampers. Both two types of dampers were tested by using a fatigue testing machine until 4 million cycles with a frequency of 4 Hz and amplitude of 1 mm. The performance tests of damper were also carried out after every 1 million cycles. According to the durability test results, a formula for performance deterioration of damper was established to predict the lifetime of damper. The test results were very helpful to design the dampers and their sockets for long cable-stayed bridges.
引用
收藏
页码:47 / 52
页数:6
相关论文
共 50 条
  • [1] Laboratory-Scale Experimental Setup for Studying Cable Dampers
    Chen, Lin
    Sun, Limin
    JOURNAL OF ENGINEERING MECHANICS, 2015, 141 (05)
  • [2] Full-scale test of dampers for stay cable vibration mitigation and improvement measures
    Zhou, Haijun
    Xiang, Ning
    Huang, Xigui
    Sun, Limin
    Xing, Feng
    Zhou, Rui
    STRUCTURAL MONITORING AND MAINTENANCE, 2018, 5 (04): : 489 - 506
  • [3] Damping of stay cable with passive-on magnetorheological dampers: a full-scale test
    Zhou, H. J.
    Sun, L. M.
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2013, 11 (3A) : 154 - 159
  • [4] Experimental and analytical study on design performance of full-scale viscoelastic dampers
    Wang, Shiang-Jung
    Chiu, I-Chen
    Yu, Chung-Han
    Chang, Kuo-Chun
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2018, 17 (04) : 693 - 706
  • [5] Experimental and analytical study on design performance of full-scale viscoelastic dampers
    Shiang-Jung Wang
    I-Chen Chiu
    Chung-Han Yu
    Kuo-Chun Chang
    Earthquake Engineering and Engineering Vibration, 2018, 17 : 693 - 706
  • [6] Experimental and analytical study on design performance of full-scale viscoelastic dampers
    Shiang-Jung Wang
    I-Chen Chiu
    Chung-Han Yu
    Kuo-Chun Chang
    Earthquake Engineering and Engineering Vibration, 2018, 17 (04) : 693 - 706
  • [7] Full-scale dynamic performance testing of the bridge structure and the special cable friction dampers on the cable-stayed Uddevalla bridge
    Myrvoll, F
    Kaynia, AM
    Hjorth-Hansen, E
    Strommen, E
    PROCEEDINGS OF IMAC-XX: STRUCTURAL DYNAMICS VOLS I AND II, 2002, 4753 : 657 - 662
  • [8] Full-scale experimental verification of resetable semi-active stiffness dampers
    Yang, J. N.
    Bobrow, J.
    Jabbari, F.
    Leavitt, J.
    Cheng, C. P.
    Lin, P. Y.
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2007, 36 (09): : 1255 - 1273
  • [9] Frequency and damping of hybrid cable networks with cross-ties and external dampers: Full-scale experiments
    Di, Fangdian
    Sun, Limin
    Chen, Lin
    Zou, Yiqing
    Qin, Lei
    Huang, Zhiquan
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2023, 197
  • [10] Experimental study on cable dampers of long span bridges
    Liang, Dong
    Sun, Limin
    Huang, Hongwei
    Du, Shijie
    Shinsuke, Yamazaki
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2009, 42 (08): : 91 - 97