Behaviour of steel joints between I profile beams to hollow column with welded reverse channel

Magalhães, Luís

http://hdl.handle.net/10400.11/2982

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Authors

Magalhães, Luís

Abstract(s)

This work program, in the scientific domain of the Steel Composite Structures, consists in assessing the nonlinear dynamic behaviour of steel joints between I profile beams to circular or square hollow section, or filled with concrete, column with welded reverse channel. The approach followed will encompass experimental work associated with numerical modelling. The welded reverse channel connection is a good solution to overcome the joint problem in the case of I beam to hollow column since they have a reasonable construction cost, are easy to implement and possess large ductility through deformation of the web panel.

Keywords

Experimental components tests Steel joints Cyclic behaviour Hollow columns U shape Stiffness Resistence Rotation capacity

URI

http://hdl.handle.net/10400.11/2982

Citation

MAGALHÃES, Luís (2011) - Behaviour of steel joints between I profile beams to hollow column with welded reverse channel. In PhD Workshop from Institute for Sustainability and Innovation in Structural Engineering,3, Unhais da Serra. ISISE Day-Out. [S.l. : s.n.] . Poster