Accident assessment of vehicles on long-span bridges in windy environments

被引:173
作者
Chen, SR [1 ]
Cai, CS [1 ]
机构
[1] Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA
基金
美国国家科学基金会;
关键词
vehicle; bridge; wind; coupled; dynamic; accident; derivations;
D O I
10.1016/j.jweia.2004.06.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Currently, there are very few systematic analyses of vehicle performance on bridges in windy environments. There are thus no scientific data to support bridge management in this regard, such as when to close traffic on bridges. This paper presents a framework of vehicle accident analysis model on long-span bridges in windy environments. In the accompanying paper, a three-dimensional analysis of the coupled bridge-vehicle-wind system is developed. Each vehicle is modeled as a combination of several rigid bodies, axle mass blocks, springs, and dampers. Dynamic interaction analysis is then conducted on the vehicle-bridge system to predict the "global" bridge and vehicle dynamic responses without considering accident occurrences. The results of the global bridge-vehicle vibrations serve as the basis for the present accident analysis of the "local" vehicle vibrations. With the global vibrations as inputs of the accident model, the lateral response, yaw response of the vehicle, and the reaction forces of each individual wheel are obtained and the stability condition of the vehicles are analyzed. The vehicle accidents on long-span bridges are then identified with given accident criteria. The developed framework can be used in not only analyzing the vehicle performance on highways and on bridges, but also in predicting useful information for emergency preparedness agencies in developing evacuation plans. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:991 / 1024
页数:34
相关论文
共 23 条
[1]   THE QUANTIFICATION OF RISK FOR ROAD VEHICLES IN CROSS WINDS [J].
BAKER, CJ .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1994, 52 (1-3) :93-107
[2]   MEASURES TO CONTROL VEHICLE MOVEMENT AT EXPOSED SITES DURING WINDY PERIODS [J].
BAKER, CJ .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1987, 25 (02) :151-161
[3]   WIND-INDUCED ACCIDENTS OF ROAD VEHICLES [J].
BAKER, CJ ;
REYNOLDS, S .
ACCIDENT ANALYSIS AND PREVENTION, 1992, 24 (06) :559-575
[4]   A SIMPLIFIED ANALYSIS OF VARIOUS TYPES OF WIND-INDUCED ROAD VEHICLE ACCIDENTS [J].
BAKER, CJ .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1986, 22 (01) :69-85
[5]   GROUND VEHICLES IN HIGH CROSS WINDS .2. UNSTEADY AERODYNAMIC FORCES [J].
BAKER, CJ .
JOURNAL OF FLUIDS AND STRUCTURES, 1991, 5 (01) :91-111
[6]   GROUND VEHICLES IN HIGH CROSS WINDS .3. THE INTERACTION OF AERODYNAMIC FORCES AND THE VEHICLE SYSTEM [J].
BAKER, CJ .
JOURNAL OF FLUIDS AND STRUCTURES, 1991, 5 (02) :221-241
[7]   Framework of vehicle-bridge-wind dynamic analysis [J].
Cai, CS ;
Chen, SR .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2004, 92 (7-8) :579-607
[8]   Simulation of stochastic wind velocity field on long-span bridges [J].
Cao, YH ;
Xiang, HF ;
Zhou, Y .
JOURNAL OF ENGINEERING MECHANICS, 2000, 126 (01) :1-6
[9]   Identification of a driver steering model, and model uncertainty, from driving simulator data [J].
Chen, LK ;
Ulsoy, AG .
JOURNAL OF DYNAMIC SYSTEMS MEASUREMENT AND CONTROL-TRANSACTIONS OF THE ASME, 2001, 123 (04) :623-629
[10]   Modal coupling assessment and approximated prediction of coupled multimode wind vibration of long-span bridges [J].
Chen, SR ;
Cai, CS ;
Chang, CC ;
Gu, M .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2004, 92 (05) :393-412