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|Title:||Box-column to I-beam connections with external stiffeners||Authors:||Ting, L.C.
|Issue Date:||1991||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.||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.||Source Title:||Journal of Constructional Steel Research||URI:||http://scholarbank.nus.edu.sg/handle/10635/65248||ISSN:||0143974X|
|Appears in Collections:||Staff Publications|
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