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《Sichuan Building Science》 2006-04
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Study on the shear lag effect of cable-stayed bridge with double cable planes

ZHANG Yu-zhi~1,LI Qiao~1,TANG Liang~1,LUO Gang-lin~2(1.School of Civil Engineering,Southwest Jiaotong University ,Chengdu 610031,China;2.Sichuan Province Communication Department Highway Planning,Survey,Design and Research Institute,Chengdu 610041,(China))  
The rule of stress distribution is different on different cross sections of the girder of cable-stayed bridge with double cable planes under different type of loads.By comparing the results of large scale model test with that of spatial finite-element analysis,the coefficients of shear lag about the box section of Luzhou Tai'an Yangtze River Bridge under several typical loads are gained.Several suggestions are also put forward for designing.
【CateGory Index】: U448.27
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