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- W2381345419 abstract "To study the bearing capacity of the steel-concrete joint section of hybrid cable-stayed railway bridge with long-span steel box girder,with the steel-concrete joint section of Yongjiang bridge as a research object,a model of the composite structure with a scale of 1∶5was designed and constructed for finite element analysis and experiments,where the normal stress distribution and load bearing capacity of the steel-concrete joint section were investigated under the normal use condition,overload condition and failure condition.The results indicate that the steel-concrete joint section,with rational design structure and reliable force transmission,provides sufficient reservation on loading capacity.The research results present an important reference value and the design basis for the design and construction of the steel-concrete joint section of Yongjiang bridge,and provide guidance for the design of similar bridges." @default.
- W2381345419 created "2016-06-24" @default.
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- W2381345419 date "2015-01-01" @default.
- W2381345419 modified "2023-09-25" @default.
- W2381345419 title "Model Tests on the Steel-concrete Joint Section of Hybrid Cable-stayed Railway Bridge with Long-span Steel Box Girder" @default.
- W2381345419 hasPublicationYear "2015" @default.
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