Publication
Behaviour of steel joints between I profile beams to hollow column with welded reverse channel
| Summary: | 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. |
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| Main Authors: | Magalhães, Luís |
| Subject: | Experimental components tests Steel joints Cyclic behaviour Hollow columns U shape Stiffness Resistence Rotation capacity |
| Year: | 2011 |
| Country: | Portugal |
| Document type: | conference output |
| Access type: | open access |
| Associated institution: | Instituto Politécnico de Castelo Branco |
| Language: | English |
| Origin: | Repositório Científico do Instituto Politécnico de Castelo Branco |
| Summary: | 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. |
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