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- W2374042014 abstract "In this paper,finite element models are established to analyze the shear lag effect of integral abutment and curved box girders(IACBG).Different distribution laws of shear lag of IACBG are compared with the generic bridges.The accuracy of FEA method is proved by the plexiglass model test.The influence of structure parameters are analyzed and the practical tables calculating shear lag coefficient are provided.The rules of shear lag coefficients changing with the affecting factor are summarized.It is proved that the main affecting factors include: equivalent pile length,bending stiffness of abutment,ratio of width to span,distance of webs,etc." @default.
- W2374042014 created "2016-06-24" @default.
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- W2374042014 date "2006-01-01" @default.
- W2374042014 modified "2023-09-23" @default.
- W2374042014 title "A Study on Shear Lag Effect for Integral Abutment and Curved Box Girders" @default.
- W2374042014 hasPublicationYear "2006" @default.
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