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- W2361370595 abstract "On the basis of design parameter of practical bridge,the author proposes the analysis method with primary beam theory and the theory of plate and shell,carries out computational analysis on normal section stress of curved girder bridge with box-type section,and puts forward shear leg parameter's changing rule of concrete curved box-girder under different curvature radii,in order to offer theoretical basis to ensure the security of bridge structure." @default.
- W2361370595 created "2016-06-24" @default.
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- W2361370595 date "2007-01-01" @default.
- W2361370595 modified "2023-09-28" @default.
- W2361370595 title "Analysis on shear leg effect of curved box-girder" @default.
- W2361370595 hasPublicationYear "2007" @default.
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