Methods for fast and reliable determination of damping and tension force of stay cables

被引:0
|
作者
Mack, Thomas [1 ]
Geier, Roman [2 ]
机构
[1] Schimetta Consult, Dept Monitoring & R&D, Linz, Austria
[2] Schimetta Consult, Vienna, Austria
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
After the construction of cable-stayed bridges it is always necessary in the framework of bridge inspections and special investigations to determine the static and dynamic parameters like cable force and the damping of the stay cable. Methods employed so far have often been too cost-intensive and time-consuming whereas the results have indicated in terms of the cable force deviations of up to +/- 10%, which often proved to be insufficient for engineers and operators. In the framework of several research projects measurement and evaluation methods have been developed for both parameters and which can be applied faster and easier and at the same time improve the accuracy of the cable force determination to +/- 1%. As concerns the damping parameter, an evaluation method has been developed which satisfies the constructive requirements and leads to reliable and reproducible damping values.
引用
收藏
页码:2724 / 2731
页数:8
相关论文
共 50 条
  • [21] The effects of mechanical dampers on stay cables with high-damping rubber
    Nakamura, A
    Kasuga, A
    Arai, H
    CONSTRUCTION AND BUILDING MATERIALS, 1998, 12 (2-3) : 115 - 123
  • [22] High-Accuracy and Non-iteration Methods for Control Tension of Parallel-Strand Stay Cables
    Yu X.
    Wang R.
    Chen S.
    Zhen X.
    Zhang Z.
    Huanan Ligong Daxue Xuebao/Journal of South China University of Technology (Natural Science), 2022, 50 (07): : 43 - 55
  • [23] Tension Force Estimation of Cables with Two Intermediate Supports
    Yan, Banfu
    Chen, Wenbing
    Dong, You
    Jiang, Xiaomo
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2020, 20 (03)
  • [24] Tension Force and Structural Parameter Identification of Bridge Cables
    Liao, W. Y.
    Ni, Y. Q.
    Zheng, G.
    ADVANCES IN STRUCTURAL ENGINEERING, 2012, 15 (06) : 983 - 995
  • [25] Indirect assessment of tension force in cables equipped with TMDs
    Pomaranzi, G.
    Argentini, T.
    Zasso, A.
    XII INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS, EURODYN 2023, 2024, 2647
  • [26] Experimental determination of frequencies and tension for elastic cables
    Russell, J.C.
    Lardner, T.J.
    Journal of Engineering Mechanics, 1998, 124 (10): : 1067 - 1072
  • [27] Degradation mechanisms and protective methods of civil engineering cables example of stay cables
    Dieng, Lamine
    Perier, Virginie
    Gaillet, Laurent
    Tessier, Christian
    MECANIQUE & INDUSTRIES, 2009, 10 (01): : 33 - 42
  • [28] Experimental determination of frequencies and tension for elastic cables
    Russell, JC
    Lardner, TJ
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1998, 124 (10): : 1067 - 1072
  • [29] Effect of helical line on the aerodynamic force and stability of stay cables
    Liu Q.
    Wang X.
    Lu Z.
    Hu B.
    Ma W.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2019, 38 (06): : 108 - 113
  • [30] Studies on vibration measurements, tension estimation and dynamic stiffness of stay cables
    Ren, Wei-Xin
    Advances in Structural Engineering:Theory and Applications Vols 1 and 2, 2006, : 639 - 646