Techno Press
Techno Press

Wind and Structures   Volume 24, Number 5, May 2017, pages 405-430
DOI: http://dx.doi.org/10.12989/was.2017.24.5.405
 
Dynamic analysis of long-span cable-stayed bridges under wind and traffic using aerodynamic coefficients considering aerodynamic interference
Wanshui Han, Huanju Liu, Jun Wu, Yangguang Yuan and Airong Chen

 
Abstract     [Full Text]
    The aerodynamic characteristics of vehicles are critical to assess vehicle safety and passenger comfort for vehicles running on long span bridges in a windy environment. However, in previous wind–vehicle–bridge (WVB) system analysis, the aerodynamic interference between the vehicle and the bridge was seldom considered, which will result in changing aerodynamic coefficients. In this study, the aerodynamic coefficients of a high-sided truck on the ground (ground case) and a typical bridge deck (bridge deck case) are determined in a wind tunnel. The effects of existent structures including the bridge deck and bridge accessories on the high-sided vehicle\'s aerodynamic characteristics are investigated. A three-dimensional analytical framework of a fully coupled WVB system is then established based on the finite element method. By inputting the aerodynamic coefficients of both cases into the WVB system separately, the vehicle safety and passenger comfort are assessed, and the critical accidental wind speed for the truck on the bridge in a windy environment is derived. The differences in the bridge response between the windward case and the leeward case are also compared. The results show that the bridge deck and the accessories play a positive role in ensuring vehicle safety and improving passenger comfort, and the influence of aerodynamic interference on the response of the bridge is weak.
 
Key Words
    wind–vehicle–bridge system; aerodynamic interference; vehicle stability; critical wind speed; bridge response
 
Address
Wanshui Han, Huanju Liu, Jun Wu and Yangguang Yuan: Department of Bridge Engineering, Chang
 

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