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- W2387344564 abstract "Based on the supposition of cantilever slab and shear-free rigid plate,two calculation models of gradual change of the stiffness of hollow slab bridge widening are established,and then a preliminary scheme of gradual change of the stiffness between the old and new bridges are obtained according to the models.Through analyzing the mid-span displacement and influence coefficient of transverse distribution,the effect of reinforcement is evaluated: considering mid span and 1/4 span synthetically,the displacement of transitional hollow slab using channel steel to realize gradual change of stiffness under the supposition of cantilever slab has the trend of gradual change,which indicates that the suspension closes to the actual situation,however it can be used as basis of theoretical suspension and the supposition of cantilever slab can be used in calculation." @default.
- W2387344564 created "2016-06-24" @default.
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- W2387344564 date "2011-01-01" @default.
- W2387344564 modified "2023-09-23" @default.
- W2387344564 title "Key Technology of Widening Reconstruction of Prestressed Concrete Hollow Slab Bridge" @default.
- W2387344564 hasPublicationYear "2011" @default.
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