RESEARCH ON COUPLED VIBRATION OF TRAIN-BRIDGE SYSTEM OF STEEL TRUSS BRIDGE WITH SEISMIC EFFECT

被引：0
|
作者：
Deng, Z. M. [1 ]
Dai, H. M. [1 ]
Guo, X. R. [1 ]
机构：
[1] Cent S Univ, Dept Civil & Architectural Engn, Changsha 410075, Hunan, Peoples R China
来源：
ENVIRONMENTAL VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION, VOLS I AND II | 2009年
关键词：
steel-truss girder; earthquake acceleration; drift phenomenon; coupling vibration; limit element model; dynamic response;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The drift phenomenon of displacement time history caused by the direct integration of acceleration time history is eliminated, by the introduction of the least squares method to correct and fit the seismic acceleration, considering the seismic excitation, the coupling vibration equation of train-bridge system is build up. Focused on a steel truss girder, a limit element model of train-bridge dynamic system is established to research the effect of coupling vibration of train-bridge system on earthquake response. The results show that the dynamic response of the bridge depends primarily on the size of the earthquake. Specifically speaking, the transverse seismic wave has important impact on the transverse dynamic response of the vehicles and bridges, and the influence of the vertical seismic wave to the derailment coefficient, the load decrement rate of wheel weight and the vertical acceleration is significant.
引用
收藏
页码：1288 / 1293
页数：6
相关论文
共 50 条
  • [21] Train-bridge coupling vibration analysis for reinforcement of steel plate girders
    Xiong, J. Z.
    Gao, M. M.
    Yu, H. B.
    Yang, Y. Q.
    PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM ON ENVIRONMENT VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION, ISEV 2007, 2007, : 369 - 374
  • [22] LATERAL VIBRATION OF TRAIN-BRIDGE BY MODE METHOD
    Yang, Shi-Ruo
    Zhan, Fa-Yi
    4TH INTERNATIONAL SYMPOSIUM ON LIFETIME ENGINEERING OF CIVIL INFRASTRUCTURE, 2009, : 598 - 602
  • [23] Effect of foundation rigidity on train-bridge coupling vibration response
    Gao, MM
    Pan, JY
    Yang, YQ
    Environmental Vibrations: Prediction, Monitoring, Mitigation and Evaluation (ISEV 2005), 2005, : 243 - 248
  • [24] The effect of moving train on the aerodynamic performances of train-bridge system with a crosswind
    Yao, Zhiyong
    Zhang, Nan
    Chen, Xinzhong
    Zhang, Cheng
    Xia, He
    Li, Xiaozhen
    ENGINEERING APPLICATIONS OF COMPUTATIONAL FLUID MECHANICS, 2020, 14 (01) : 222 - 235
  • [25] Random vibration analysis of the straddle type monorail train-bridge system
    Zhou Z.
    Xiao S.
    He X.
    Jian Z.
    Cai C.
    Journal of Railway Science and Engineering, 2023, 20 (11) : 4210 - 4220
  • [26] The effect of dynamic train-bridge interaction on the bridge response during a train passage
    Liu, K.
    De Roeck, G.
    Lombaert, G.
    JOURNAL OF SOUND AND VIBRATION, 2009, 325 (1-2) : 240 - 251
  • [27] Vibration Analysis of Train and Truss Girder Bridge
    Yang, Shi-Ruo
    RECENT TRENDS IN MATERIALS AND MECHANICAL ENGINEERING MATERIALS, MECHATRONICS AND AUTOMATION, PTS 1-3, 2011, 55-57 : 2023 - 2026
  • [28] The Influence of Wind Shielding and Train-Induced Wind on the Vibration of a Train-Bridge System
    Wang, Yujing
    Xv, Xuexiang
    Wang, Shanshan
    Guan, Qinghai
    ADVANCES IN CIVIL ENGINEERING, 2022, 2022
  • [29] Tests for coupled vibration of a train-bridge system on Changsha low-medium speed maglev line
    Li X.
    Jin X.
    Wang D.
    Xie K.
    Zhu Y.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2019, 38 (13): : 57 - 63
  • [30] Influences of Soil-Structure Interaction on Coupled Vibration of Train-Bridge System: Theoretical and Experimental Study
    Li, Xiao-Zhen
    Liu, Xiao-Han
    Liu, De-Jun
    Zhang, Xun
    ADVANCES IN STRUCTURAL ENGINEERING, 2013, 16 (08) : 1355 - 1364
12345