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dc.contributor.authorV.M. Reddy, A.W. Hendry-
dc.date.accessioned2024-10-30T05:04:08Z-
dc.date.available2024-10-30T05:04:08Z-
dc.date.issued1969-
dc.identifier.citation10.1016/0007-3628(69)90002-4en_US
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/1283-
dc.description.abstractThis article describes tests on eight model bridge decks of composite steel beam- concrete slab construction. The aim of the work reported was to provide experimental dataJor the development of a theoretical method for the prediction of the ultimate strength of bridge decks of this type based on yield line analysis. Simply supported bridge decks having three and four longitudinals were tested under a variety of loading conditions.en_US
dc.description.sponsorshipNITWen_US
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.subjectLoad Behaviouren_US
dc.subjectComposite Steelen_US
dc.subjectConcrete Bridge Deck Structuresen_US
dc.titleAn Experimental Study of the Ultimate Load Behaviour of Composite Steel-Concrete Bridge Deck Structuresen_US
dc.typeArticleen_US
Appears in Collections:Civil Engineering

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