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- W2362207601 abstract "Variation method is widespread adopted to calculate shear lag effect in thin-walled box girder under vertical bending currently.With the development of China′s transportation,the number of long-span,wide and curved box girder bridges are increasing.According to a large number of engineering surveys,it is indicated the shear lag effect result are different between the variation theories and the actual engineering.Focus on the situation,the two methods of variation principle and finite element method are used to calculate the shear lag effect of thin-walled box girder in both concentration and the case of uniform load.Comparative analysis of the differences between the two results provides some reference for shear lag effect calculation of the wide thin-walled box girder." @default.
- W2362207601 created "2016-06-24" @default.
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- W2362207601 date "2012-01-01" @default.
- W2362207601 modified "2023-09-22" @default.
- W2362207601 title "Calculation of Shear Lag Effect of Thin-Walled Box Girder" @default.
- W2362207601 hasPublicationYear "2012" @default.
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