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- W804520675 abstract "In this study, structural behaviour at the rigid connection of a rahmen-type hybrid steel bridge which does not have shoes at the piers, is investigated experimentally by using 1/5 scaled model in order to prove its applicability. From this study, it is found that the connection has enough ductility and its load-carrying-capacity exceeds that of the RC pier. Therefore, it is expected that such bridge would be applied widely in the field where cost, maintenance and earthquake-proof etc. are important." @default.
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- W804520675 date "2003-01-01" @default.
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- W804520675 title "A Study on Structural Behaviour at Rigid Connection of Rahmen-Type Hybrid Bridge" @default.
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