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- W2371368408 abstract "Applied the method which combined the elementary theoretical formulae of flexure with computer program of plane finite element method and finite strip method,the calculating model to analyze the shear lag effect of box girder bridge with varying depths is established.From the calculation results of two examples(continuous and cantilever beam bridges),it is discovered that the transverse normal stress distributions in the flange of box girder obtained by this model are very good coincided with those by methods of space finite element and finite strip.Therefore,the method of this paper has the practical significance and may be selected to use for designer." @default.
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- W2371368408 date "2008-01-01" @default.
- W2371368408 modified "2023-09-28" @default.
- W2371368408 title "Combining Analysis with Three Methods for Shear Lag Effect of Box Girder Bridge with Varying Depths" @default.
- W2371368408 hasPublicationYear "2008" @default.
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