Resonant vibration of railway bridges due to the motion of high-speed trains

被引:0
|
作者
Wang, C. Y. [1 ]
Lin, C. H. [1 ]
机构
[1] Natl Cent Univ, Dept Civil Engn, Chungli 32054, Taiwan
关键词
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper discusses the resonant vibration of high-speed railway bridge due to the actions of wheelsets and the hunting motion of the train. The dominant frequencies of periodically wheel loading moving at various speeds are analyzed first by a new point of view. The natural frequencies of the first mode in various direction of a high-speed railway bridge were identified from ambient vibration signals by the FT-T methods. Then a range of resonant speeds of the train can be evaluated. To identify the resonant frequencies by the wheelset due to the hunting motion of bogie, the wave length of the motion path of wheelset and the inclined contact angle between the wheel tread and track are used as the parameters. Frequency- velocity relations for wheelset freely and constrained turning are calculated. Those natural frequencies of bridge identified from ambient vibration measurements are used to evaluate the range of critical speeds of the high-speed train running through the railway bridge.
引用
收藏
页码:351 / 356
页数:6
相关论文
共 50 条
  • [21] Experimental study of railway bridges under high speed trains
    Xia, H.
    Zhang, N.
    Sun, G. J.
    STRUCTURAL DYNAMICS - EURODYN 2005, VOLS 1-3, 2005, : 1083 - 1088
  • [22] Dynamic responses of railway bridges under high speed trains
    Xia, H
    Yu, DM
    ADVANCES IN STRUCTURAL DYNAMICS, VOLS I & II, 2000, 10 : 561 - 568
  • [23] Single span steel and composite railway bridges - analyses of increased fatigue damage due to dynamic effects of high-speed trains
    Unterweger, H.
    Schoerghofer-Queiroz, A.
    BAUINGENIEUR, 2022, 97 (03): : 47 - 62
  • [24] On the optimal strategy of stochastic-based reliability assessment of railway bridges for high-speed trains
    Benjamin Hirzinger
    Christoph Adam
    Patrick Salcher
    Michael Oberguggenberger
    Meccanica, 2019, 54 : 1385 - 1402
  • [25] Seismic optimization of high-speed railway bridges considering the running safety of trains in normal service
    Gao, Qiong
    Yang, Menggang
    Meng, Dongliang
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2023, 19 (09) : 1283 - 1298
  • [26] Influence of pier height on the safety of trains running on high-speed railway bridges during earthquakes
    Nie, Yu-tao
    Guo, Wei
    Jiang, Li-zhong
    Yu, Zhi-wu
    Zeng, Chen
    Wang, Yang
    He, Xu-en
    Ren, Shao-xun
    Huang, Ren-qiang
    Liang, Guang-yue
    Li, Chang-qing
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2024, 31 (06) : 2102 - 2115
  • [27] On the optimal strategy of stochastic-based reliability assessment of railway bridges for high-speed trains
    Hirzinger, Benjamin
    Adam, Christoph
    Salcher, Patrick
    Oberguggenberger, Michael
    MECCANICA, 2019, 54 (09) : 1385 - 1402
  • [28] Resonance of continuous bridges due to high speed trains
    Yau, J.-D., 2001, National Taiwan Ocean University (09):
  • [29] Open Profile Bridges for High-Speed Trains, Italy
    Macchi, Giorgio
    Macchi, Stefano
    STRUCTURAL ENGINEERING INTERNATIONAL, 2010, 20 (01) : 31 - 35
  • [30] Open profile bridges for high-speed trains, Italy
    Macchi G.
    MacChi S.
    Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 2010, 20 (01): : 31 - 35