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

被引:10
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 128 条
[91]   Non-linear vehicle-bridge-wind interaction model for running safety assessment of high-speed trains over a high-pier viaduct [J].
Olmos, Jose M. ;
Astiz, Miguel A. .
JOURNAL OF SOUND AND VIBRATION, 2018, 419 :63-89
[92]  
Patrick G., 2004, SAE 2004 WORLD C EXH
[93]   A numerical-experimental methodology for simulating the aerodynamic forces acting on a moving vehicle passing through the wake of a bridge tower under cross wind [J].
Rocchi, D. ;
Rosa, L. ;
Sabbioni, E. ;
Sbrosi, M. ;
Belloli, M. .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2012, 104 :256-265
[94]   Dynamic Response of Vehicle-Driver Couple to the Aerodynamic Loads due to the Crossing of a Bridge Tower Wake [J].
Sabbioni, Edoardo ;
Sbrosi, Marco ;
Rocchi, Daniele ;
Galeotti, Riccardo .
SAE INTERNATIONAL JOURNAL OF COMMERCIAL VEHICLES, 2012, 5 (01) :83-93
[95]   Interference effect on vortex-induced vibration in a parallel twin cable-stayed bridge [J].
Seo, Ju-Won ;
Kim, Ho-Kyung ;
Park, Jin ;
Kim, Kwon-Taek ;
Kim, Gi-Nam .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2013, 116 :7-20
[96]   Collecting and using Weigh-in-Motion data in LRFD bridge design [J].
Sivakumar, Bala ;
Ghosn, Michel .
BRIDGE STRUCTURES, 2009, 5 (04) :151-158
[97]  
[苏洋 Su Yang], 2015, [土木工程学报, China Civil Engineering Journal], V48, P101
[98]   Safety analysis of a road vehicle passing by a bridge tower under crosswinds [J].
Wang, Bin ;
Xu, You-Lin .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2015, 137 :25-36
[99]   An experimental analysis of the aerodynamic characteristics of a high-speed train on a bridge under crosswinds [J].
Wang, Ming ;
Li, Xiao-Zhen ;
Xiao, Jun ;
Zou, Qi-Yang ;
Sha, Hai-Qing .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2018, 177 :92-100
[100]  
[王少钦 Wang Shaoqin], 2016, [工程力学, Engineering Mechanics], V33, P150