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Evaluation and Improvement of Wind Environment and Vehicle Runnability on Long-span Bridge Deck under Strong Crosswind

 Evaluation and Improvement of Wind Environment and Vehicle Runnability on Long-span Bridge Deck under Strong Crosswind
Author(s): , ,
Presented at IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, published in , pp. 1149-1156
DOI: 10.2749/stockholm.2016.1136
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Ensuring the safety of various vehicles or trains passing through the bridge deck under strong crosswind is one of the most important topics for a long-span bridge. Based on the project of Xihoumen...
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Bibliographic Details

Author(s): (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China)
(State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China)
(State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Published in:
Page(s): 1149-1156 Total no. of pages: 8
Page(s): 1149-1156
Total no. of pages: 8
Year: 2016
DOI: 10.2749/stockholm.2016.1136
Abstract:

Ensuring the safety of various vehicles or trains passing through the bridge deck under strong crosswind is one of the most important topics for a long-span bridge. Based on the project of Xihoumen Bridge, which will remain open to vehicle traffic until the incoming crosswind at the mid span reaches up to 36.5m/s, the wind environment near the deck surface above different traffic lanes were analyzed through numerical simulation and experiment, and the crosswind loadings were evaluated by the equivalent wind velocities for different vehicle models. As the need of adopting appropriate wind barriers to reduce crosswind speed above the deck surface was confirmed, 14 types of wind barriers were evaluated by the crosswind reduction factor, and their effects on the flutter and vortex-induced vibration (VIV) performance of the girder section were also checked. Finally, the optimum solution, an adjustable wind barrier, was proposed.

Keywords:
flutter Long Span Bridge drag force vehicle safety wind environment strong crosswind wind barrier