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author:

Xia, D. (Xia, D..) [1] | Lin, Z. (Lin, Z..) [2] | Lin, L. (Lin, L..) [3] | Lin, X. (Lin, X..) [4]

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Abstract:

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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  • [ 1 ] [Xia D.]Fujian Provincial Key Laboratory of Wind Disaster and Wind Engineering, Xiamen University of Technology, Xiamen, 361024, China
  • [ 2 ] [Lin Z.]Fujian Provincial Key Laboratory of Wind Disaster and Wind Engineering, Xiamen University of Technology, Xiamen, 361024, China
  • [ 3 ] [Lin L.]Fujian Provincial Key Laboratory of Wind Disaster and Wind Engineering, Xiamen University of Technology, Xiamen, 361024, China
  • [ 4 ] [Lin X.]School of Civil Engineer, Fuzhou Univerity, Fuzhou, 350108, China

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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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30 Days PV: 0

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