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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/68390
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dc.contributor.authorHaskett, M.-
dc.contributor.authorOehlers, D.-
dc.contributor.authorMohamed Sadakkathulla, M.-
dc.date.issued2009-
dc.identifier.citationProceedings the 9th International Symposium on Fiber Reinforced Polymer Peinforcement for Concrete Structures (FRPRCS-9) / D. J. Oehlers, M.C. Griffith and R. Seracino (eds.): pp.1-4-
dc.identifier.isbn9780980675504-
dc.identifier.urihttp://hdl.handle.net/2440/68390-
dc.description.statementofresponsibilityMatthew Haskett, Deric J. Oehlers and Mohamed Ali M.S.-
dc.language.isoen-
dc.publisherFRPRCS-9-
dc.rightsCopyright status unknown-
dc.source.urihttp://www.dist.unina.it/proc/2009/FRPRCS9/Theme%209/Index.html-
dc.subjectFRP-
dc.subjectductility-
dc.subjectmoment redistribution-
dc.subjectreinforced concrete-
dc.subjectbeams-
dc.subjectrotation capacity-
dc.titleDuctility design of FRP reinforced concrete beams-
dc.typeConference paper-
dc.contributor.conferenceInternational Symposium on FRP Reinforcement for Concrete Structures (9th : 2009 : Sydney, Australia)-
dc.publisher.placeAustralia-
pubs.publication-statusPublished-
dc.identifier.orcidMohamed Sadakkathulla, M. [0000-0002-9164-8456]-
Appears in Collections:Aurora harvest 5
Civil and Environmental Engineering publications

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