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|Title:||Design of I-beam to box-column connections stiffened externally||Authors:||Ting, Lai-Choon
Shanmugam, Nandivaram E.
|Issue Date:||Dec-1993||Citation:||Ting, Lai-Choon,Shanmugam, Nandivaram E.,Lee, Seng-Lip (1993-12). Design of I-beam to box-column connections stiffened externally. Engineering Journal 30 (4) : 141-149. ScholarBank@NUS Repository.||Abstract:||This paper is concerned with I-beam to box-column connections stiffened externally. A design method to determine the dimensions of T-stiffeners is proposed. Connections of I-beams and box-columns for a wide range of dimensions were studied by the finite-element method and found to satisfy the basic design criteria for a moment connection. The Ramberg-Osgood function was used to curve-fit the moment-rotation curves based on the geometric parameters of the connections and the results are found to agree well with those from the finite-element analyses. Finally, the design procedure and the curve-fitting parameters were compared with the experimental results of a four-way connection tested to failure.||Source Title:||Engineering Journal||URI:||http://scholarbank.nus.edu.sg/handle/10635/50688||ISSN:||00138029|
|Appears in Collections:||Staff Publications|
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