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《Journal of Anhui Institute of Architecture & Industry(Natural Science)》 2007-05
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Calculating fluid dynamics imitation of self anchorage large cable-suspended bridge

LI Ning-bo(School of Civil Engineering,Anhui Institute of Architecture and Industry,Hefei 230601,China)  
Changshasanchajixiangjiang bridge is self anchorage large cable-suspended bridge with two towers.The main span is 70 m+132 m+328 m+132 m+70 m.The type of stiffening beam is flat-closed box beam.In this paper,FLOTRAN element of ANSYS is applied to get the coefficient of three components of forces.Three types of stiffening beam section are analyzed to get the different characters.What leads to the different characters is also analyzed.The type of reasonable stiffening beam with favorable static stability under wind is found.
【CateGory Index】: U448.25
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