Vehicle-bridge interaction and driving accident risks under skew winds

被引:11
作者
Camara, A. [1 ]
机构
[1] City Univ London, Dept Civil Engn, Northampton Sq, London EC1V 0HB, England
关键词
Skew winds; Stochastic wind simulation; Driving accidents; Vehicle-bridge interaction; Time-history analysis; LONG-SPAN BRIDGES; ROAD VEHICLE; FLUTTER; FRAMEWORK; DECK;
D O I
10.1016/j.jweia.2021.104672
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper proposes a new methodology to simulate wind fields that are non-orthogonal to the structure and to the traffic direction, and it presents the first wind-vehicle-bridge interaction (W-VBI) analysis framework to account for skew wind effects on the driving safety. The three-directional skew wind fields that are generated match well the target frequency content and correlation properties along the deck. The W-VBI methodology is applied to the study of vehicles crossing a long bridge for a wide range of wind incidence angles. It is observed that even though purely cross-winds increase the vehicle-bridge interaction, skew headwinds are more likely to cause driving accidents.
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页数:17
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