Box-column to I-beam connections with external stiffeners

Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65248

DC Field	Value
dc.title	Box-column to I-beam connections with external stiffeners
dc.contributor.author	Ting, L.C.
dc.contributor.author	Shanmugam, N.E.
dc.contributor.author	Lee, S.L.
dc.date.accessioned	2014-06-17T08:14:40Z
dc.date.available	2014-06-17T08:14:40Z
dc.date.issued	1991
dc.identifier.citation	Ting, L.C.,Shanmugam, N.E.,Lee, S.L. (1991). Box-column to I-beam connections with external stiffeners. Journal of Constructional Steel Research 18 (3) : 209-226. ScholarBank@NUS Repository.
dc.identifier.issn	0143974X
dc.identifier.uri	http://scholarbank.nus.edu.sg/handle/10635/65248
dc.description.abstract	This paper presents the results of the analyses, using the finite element method, to study the behaviour of externally stiffened box-column to I-beam connections. Joints with different types of stiffener, viz. triangular plate stiffeners, angle stiffeners and T-stiffeners have been studied. Redistribution of stresses and improvement of stiffness (moment-rotation characteristics) are the two important factors considered in the study, and the results indicate that T-stiffeners are the most efficient form in these respects. Connections of different configurations have also been studied. © 1991.
dc.source	Scopus
dc.type	Article
dc.contributor.department	CIVIL ENGINEERING
dc.description.sourcetitle	Journal of Constructional Steel Research
dc.description.volume	18
dc.description.issue	3
dc.description.page	209-226
dc.identifier.isiut	NOT_IN_WOS
Appears in Collections:	Staff Publications

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