Please use this identifier to cite or link to this item:
Title: Box-column to I-beam connections with external stiffeners
Authors: Ting, L.C. 
Shanmugam, N.E. 
Lee, S.L. 
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
ISSN: 0143974X
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

checked on Feb 2, 2023

Google ScholarTM


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.