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- W2351760829 abstract "Based on the stability theory of arch bridge,the finite element method was used to study the influencing parameters on the in-plane and out-plane stability of a steel-concrete composite tied-arch bridge with combined slab,including the load-arrangement method,the rise/span ratio,the bending rigidity of steel girder,the rigidity of rib,the rigidity of suspender.Meanwhile,stability of the bridge in construction was analysed.The results indicate that the stability is obviously reduced in the construction stage;increasing of bending rigidity of arch rib can effectively enhance the stability coefficients of in-plane and out-plane;the variation of bending rigidity of girder and suspender can also enhance,though not obviously,the stability." @default.
- W2351760829 created "2016-06-24" @default.
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- W2351760829 date "2009-01-01" @default.
- W2351760829 modified "2023-09-25" @default.
- W2351760829 title "Stability Analysis of a Steel-Concrete Composite Tied-Arch Bridge with Combined Slab" @default.
- W2351760829 hasPublicationYear "2009" @default.
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