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- W2368276318 abstract "The parameter design and mechanical performance analysis of steel compartment of steel-concrete composite section of stayed cable bridge with the composite beam were carried out. And how to the design parameters was discussed,such as the thickness of steel load-bearing board,the length of the steel compartment and the space length between every two shear studs or PBL affect the mechanical property of the steel compartment in the steel-concrete composite section. And it is conclude that the best theoretic thickness of the steel load-bearing board was 40- 80 mm,the best theoretic length of the steel compartment was 2 m,the best theoretic space length between every two shear studs or PBL was 150 mm." @default.
- W2368276318 created "2016-06-24" @default.
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- W2368276318 date "2014-01-01" @default.
- W2368276318 modified "2023-09-25" @default.
- W2368276318 title "Parameter design and mechanical performance analysis of steel compartment of steel-concrete composite Section of stayed cable bridge with the composite beam" @default.
- W2368276318 hasPublicationYear "2014" @default.
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