Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0141-0296(02)00093-7
DC FieldValue
dc.titleBehaviour of composite haunched beam connection
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorNg, Y.H.
dc.contributor.authorLiew, J.Y.R.
dc.date.accessioned2014-06-17T08:14:21Z
dc.date.available2014-06-17T08:14:21Z
dc.date.issued2002-11
dc.identifier.citationShanmugam, N.E., Ng, Y.H., Liew, J.Y.R. (2002-11). Behaviour of composite haunched beam connection. Engineering Structures 24 (11) : 1451-1463. ScholarBank@NUS Repository. https://doi.org/10.1016/S0141-0296(02)00093-7
dc.identifier.issn01410296
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65220
dc.description.abstractThis paper is concerned with the behaviour of steel-concrete composite haunch connections. Experiments were carried out to investigate the moment-rotation characteristics and ultimate moment capacity of these connections. Details of the experiments giving information on test specimens, instrumentation, test set-up and test procedures are described. Results obtained for connection moment capacity, rotation capacity and failure modes are presented. It is found that through proper design and detailing, these connections display the characteristics of a rigid connection. © 2002 Elsevier Science Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0141-0296(02)00093-7
dc.sourceScopus
dc.subjectComposite
dc.subjectConnection
dc.subjectDesign
dc.subjectExperiment
dc.subjectHaunch
dc.subjectLong-span beam
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/S0141-0296(02)00093-7
dc.description.sourcetitleEngineering Structures
dc.description.volume24
dc.description.issue11
dc.description.page1451-1463
dc.description.codenENSTD
dc.identifier.isiut000178411900009
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