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- W2361523083 abstract "Few studies are carried out at present on the shear lag effect of the wide box girder with multiple cavities. It is even more important to study the impact of prestress. Through the 3D finite element analysis of a typical five-span prestressed wide concrete box girder bridge, and consideration of the spatial effect of the tendons, a comparison of the shear lag effect is made of that type of bridge with and without being prestressed. The result can be used for reference." @default.
- W2361523083 created "2016-06-24" @default.
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- W2361523083 date "2008-01-01" @default.
- W2361523083 modified "2023-09-23" @default.
- W2361523083 title "Analysis of Impact from Prestress on Shear Lag from Wide Concrete Box Girder Bridge" @default.
- W2361523083 hasPublicationYear "2008" @default.
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