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- W2383485272 abstract "The main bridge of Line No.1 of Wuhan City Rail Transit spanning Jianghan Freight Yard is a hybrid bridge of continuous channel girder and arch that is laid out on the S-shape reverse curve in plane.Influenced by the curvature of the girder,the bending-torsion coupling effect might occur in the girder.To investigate the static behavior of such type of the bridge,the spatial link model,the solid and link combination model and the solid locality model are respectively used to calculate and analyze the force conditions of the bridge.The results of the calculation and analysis reveal that the design to be governed by the combined integrity and locality analysis method is of high reliability and the longitudinal stress of both the spatial link model and plane link model is basically agreeable.Because the designed load is fairly light and the main girder is rigid,the bending-torsion coupling will not be significant and the influence on the internal force of arch rib bracings will not be great.At the joint parts of the arch and girder,the concentrated stress of certain degree exists locally and in the circular arc tops of the main girder,the transverse tensile stress appears,however the distribution range of the stress is small and the tops can be reinforced by adding common reinforcement only." @default.
- W2383485272 created "2016-06-24" @default.
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- W2383485272 date "2010-01-01" @default.
- W2383485272 modified "2023-09-23" @default.
- W2383485272 title "Design Characteristics and Static Force Analysis of Principal Structure of a Hybrid Bridge of Channel Girder and Arch" @default.
- W2383485272 hasPublicationYear "2010" @default.
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