Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Box-column to I-beam connections with external stiffeners
AbstractThis 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.
Box-column to I-beam connections with external stiffeners
AbstractThis 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.
Box-column to I-beam connections with external stiffeners
Ting, L.C. (Autor:in) / Shanmugam, N.E. (Autor:in) / Lee, S.L. (Autor:in)
Journal of Constructional Steel Research ; 18 ; 209-226
22.01.1991
18 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Static behaviour of I-beam to box-column connections with external stiffeners
| British Library Online Contents | 1993
Behavior of welded CFT column to H-beam connections with external stiffeners
| Online Contents | 2004
Use of external T-stiffeners in box-column to I-beam connections
| Elsevier | 1993