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

Abstract 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.

[1]  Ming Gu,et al.  Modal coupling assessment and approximated prediction of coupled multimode wind vibration of long-span bridges , 2004 .

[2]  E G Engleman NATIONAL TRANSPORTATION SAFETY BOARD SAFETY RECOMMENDATION, H-03-08 , 2003 .

[3]  D. M. Sykes,et al.  Road vehicle aerodynamics , 1975 .

[4]  Christopher Baker,et al.  High sided road vehicles in cross winds , 1990 .

[5]  Jaehyung Lee,et al.  New Vehicle Dynamics Model for Yaw Rate Estimation , 2002 .

[6]  Haifan Xiang,et al.  SIMULATION OF STOCHASTIC WIND VELOCITY FIELD ON LONG-SPAN BRIDGES , 2001 .

[7]  Christopher Baker Measures to control vehicle movement at exposed sites during windy periods , 1987 .

[8]  Christopher Baker,et al.  A simplified analysis of various types of wind-induced road vehicle accidents , 1986 .

[9]  Christopher Baker The quantification of accident risk for road vehicles in cross winds , 1994 .

[10]  Ton-Lo Wang,et al.  Impact analysis of cable-stayed bridges , 1992 .

[11]  C J Baker,et al.  Wind-induced accidents of road vehicles. , 1992, Accident; analysis and prevention.

[12]  Suren Chen,et al.  Framework of vehicle–bridge–wind dynamic analysis , 2004 .

[13]  Christopher Baker Ground vehicles in high cross winds part III: The interaction of aerodynamic forces and the vehicle system , 1991 .

[14]  A. Galip Ulsoy,et al.  Identification of a Driver Steering Model, and Model Uncertainty, From Driving Simulator Data , 2001, Dynamic Systems and Control.

[15]  T D Gillespie,et al.  Fundamentals of Vehicle Dynamics , 1992 .