Research status and prospect of wind-vehicle-bridge coupling vibration system

被引:6
|
作者
Han, Wanshui [1 ]
Liu, Xiaodong [1 ]
Guo, Xuelian [1 ]
Chen, Shizhi [2 ]
Yang, Gan [1 ]
Liu, Huanju [3 ]
机构
[1] Changan Univ, Sch Highway, Xian 710064, Peoples R China
[2] Univ Calif Los Angeles, Dept Civil & Environm Engn, Los Angeles, CA 90015 USA
[3] Hebei Univ Engn, Sch Civil Engn, Handan 056038, Peoples R China
基金
中国国家自然科学基金;
关键词
Bridge engineering; Wind-vehicle-bridge coupling vibration; Aerodynamic interference; Double-deck rail-cum-road bridge; Design loads of long-span bridges; Evaluation rule; HIGH-SPEED TRAIN; LONG-SPAN BRIDGES; DYNAMIC-RESPONSE; RUNNING SAFETY; ROAD VEHICLE; AERODYNAMIC CHARACTERISTICS; FATIGUE ASSESSMENT; TOWER; LOAD; MODEL;
D O I
10.1016/j.jtte.2021.05.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To promote and develop the theoretical basis and application of the wind-vehicle-bridge coupling vibration system, the corresponding research status and prospects are reviewed and discussed from five aspects, i.e., the analytical framework, the aerodynamic interference, the evaluation criteria, the design loads of long-span bridge and the double-deck rail-cum-road bridge. The refining process of analysis system is reviewed from the aspects of simulation wind load, vehicle load and bridge structure, and the corresponding coupling relationship. For aerodynamic interference, the development process is summarized from the simulative precision of the elements (wind, vehicle and bridge), the load cases and the object of interference. For evaluation criteria, the corresponding development course is summarized from the certain evaluation method to uncertain one. For long-span bridge design load, the wind and vehicle loads are reviewed and summarized from current multinational codes and theoretical research. For double-deck rail-cum-road bridge, the mechanism of multi-element coupling relationship and corresponding aerodynamic interference are both reviewed. By comprehensive review and summary, the analytical framework is in the process from simplification to refinement. The simulation and consideration of the objects of structural interference gradually become complex. The corresponding simulation theory, wind tunnel scale, test equipment and technology are the key factors to limit its development. For systematic evaluation of vehicle and bridge, the structural and systemic security are the basis of the evaluation, and the auxiliary components and functional evaluation need to be paid more attention. The evaluation criterion will be developed from certain method to reliability assessment. For design load of long-span bridge, the vehicle load is gradually transferred from the simple application of the design load of small-medium span bridge into a complex model considering the load characteristics. For double-deck rail-cum-road bridge, the basic theory and experimental study on coupling mechanism and aerodynamic interference need to be developed. (C) 2022 Periodical Offices of Chang'an University. Publishing services by Elsevier B.V. on behalf of KeAi Communications Co. Ltd.
引用
收藏
页码:319 / 338
页数:20
相关论文
共 50 条
  • [21] Numerical Simulation of Aerodynamic Characteristics of Wind-Vehicle-Bridge System
    Zou, Simin
    He, Xuhui
    Wu, Teng
    Zou, Yunfeng
    Jing, Haiquan
    RAILWAY DEVELOPMENT, OPERATIONS, AND MAINTENANCE: PROCEEDINGS OF THE FIRST INTERNATIONAL CONFERENCE ON RAIL TRANSPORTATION 2017 (ICRT 2017), 2018, : 789 - 797
  • [22] Effect of sudden change of vehicle wind loads in wind-vehicle-bridge system by wind tunnel test
    Li, Yong-Le
    Hu, Peng
    Zhang, Ming-Jin
    Qiang, Shi-Zhong
    Kongqi Donglixue Xuebao/Acta Aerodynamica Sinica, 2011, 29 (05): : 548 - 554
  • [23] Wind-vehicle-bridge coupled vibration analysis based on random traffic flow simulation
    Wang, Tao
    Han, Wanshui
    Yang, Fei
    Kong, Wen
    JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING-ENGLISH EDITION, 2014, 1 (04) : 293 - 308
  • [24] Wind-vehicle-bridge coupled vibration analysis based on random traffic flow simulation
    Tao Wang
    Wanshui Han
    Fei Yang
    Wen Kong
    Journal of Traffic and Transportation Engineering(English Edition), 2014, (04) : 293 - 308
  • [25] Driving safety analysis of wind-vehicle-bridge system considering aerodynamic interference
    Zhang, Jiaming
    Zhu, Chao
    Ma, Cunming
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2024, 245
  • [26] Experimental Method for Driving Simulation on the Long-span Bridge Under Wind-vehicle-bridge Coupling
    Pan X.
    Liang J.
    Chen F.
    Zhou Y.
    Tongji Daxue Xuebao/Journal of Tongji University, 2019, 47 (06): : 787 - 794
  • [27] COUPLING VIBRATION OF VEHICLE-BRIDGE SYSTEM
    陈炎
    黄小清
    马友发
    AppliedMathematicsandMechanics(EnglishEdition), 2004, (04) : 390 - 395
  • [28] Coupling vibration of vehicle-bridge system
    Chen, Y
    Huang, XQ
    Ma, YF
    APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2004, 25 (04) : 390 - 395
  • [29] Coupling vibration of vehicle-bridge system
    Chen Yan
    Huang Xiao-qing
    Ma You-fa
    Applied Mathematics and Mechanics, 2004, 25 (4) : 390 - 395
  • [30] FRAMEWORK OF WIND-VEHICLE-BRIDGE INTERACTION ANALYSIS AND ITS APPLICATIONS
    Cai, C. S.
    Zhang, Wei
    Liu, Xianzhi
    Peng, Wei
    Chen, S. R.
    Han, Y.
    Hu, J. X.
    JOURNAL OF EARTHQUAKE AND TSUNAMI, 2013, 7 (03)