Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74168
DC FieldValue
dc.titleExternally stiffened I-beam to box-column connections
dc.contributor.authorShanmugam, N.E.
dc.date.accessioned2014-06-19T05:49:46Z
dc.date.available2014-06-19T05:49:46Z
dc.date.issued1994
dc.identifier.citationShanmugam, N.E. (1994). Externally stiffened I-beam to box-column connections : 719-724. ScholarBank@NUS Repository.
dc.identifier.isbn087262952X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74168
dc.description.abstractThis paper is concerned with I-beam to Box-column connections stiffened externally. Experimental and theoretical findings on full-scale connection models are highlighted. The performance of T-stiffeners was found to be better than that of the other types. A simple design procedure has been proposed for T-stiffeners.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.page719-724
dc.identifier.isiutNOT_IN_WOS
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