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- W2388421141 abstract "According to the form of the automobile trestle bridge locked in a high position of China Railway Bohai ferry pier,the three-dimensional external flow field of automobile trestle bridge under different crosswind conditions was numerically simulated by large computational fluid dynamics software CFX.The wind load of the trestle bridge locked in a high position under different wind speeds and wind angles were researched.The results show that the wind angles have small influence on the wind pressure extreme values of the trestle bridge locked in a high position under same wind speed.Under 10~30 m·s-1 wind speed,the resultant forces of the trestle bridge locked in a high position are maximum when the wind angle of the horizontal flow is 45°.So, the design calculations of the trestle bridge locked in a high position should be considered in accordance with the maximum resultant forces and torsional moments when the wind angle of the horizontal flow is 45°.Under different wind angles,the horizontal wind forces,vertical wind forces,torsional moments and wind pressure increase with the increase of wind speed,and are proportional to the square of wind speed;these laws are identical with the laws of the bridge structure of horizontal form." @default.
- W2388421141 created "2016-06-24" @default.
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- W2388421141 date "2012-01-01" @default.
- W2388421141 modified "2023-09-24" @default.
- W2388421141 title "Research on the Wind Load of the Trestle Bridge Locked in a High Position" @default.
- W2388421141 hasPublicationYear "2012" @default.
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