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In this study, numerical simulations of wind fields at bridge locations in complex terrain are conducted with utilization of Fluent. Terrain modeling was performed based on the GIS data, wind characteristics and the ground roughness coefficient are obtained by numerical simulation different wind directions. the acceleration effect of the terrain on the wind field under different working conditions are explored. Results show that the wind speed ratio of the bridge site area is 1.38 and the minimum value is 0.84, which may provide references for the wind resistance design of the large span bridges. © Published under licence by IOP Publishing Ltd.
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ISSN: 1742-6588
Year: 2025
Issue: 1
Volume: 3005
Language: English
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ESI Highly Cited Papers on the List: 0 Unfold All
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