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

dc.contributor.authorMagalhães, Luís
dc.date.accessioned2015-09-29T14:46:37Z
dc.date.available2015-09-29T14:46:37Z
dc.date.issued2011
dc.description.abstractThis 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.pt_PT
dc.identifier.citationMAGALHÃES, 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.] . Posterpt_PT
dc.identifier.urihttp://hdl.handle.net/10400.11/2982
dc.language.isoengpt_PT
dc.peerreviewednopt_PT
dc.rights.urihttp://creativecommons.org/licenses/by-nc/4.0/pt_PT
dc.subjectExperimental components testspt_PT
dc.subjectSteel jointspt_PT
dc.subjectCyclic behaviourpt_PT
dc.subjectHollow columnspt_PT
dc.subjectU shapept_PT
dc.subjectStiffnesspt_PT
dc.subjectResistencept_PT
dc.subjectRotation capacitypt_PT
dc.titleBehaviour of steel joints between I profile beams to hollow column with welded reverse channelpt_PT
dc.typeconference object
dspace.entity.typePublication
oaire.citation.conferencePlaceUnhais da Serra, Portugalpt_PT
oaire.citation.title3rd PhD workshop from Institute for Sustainability and Innovation in Structural Engineering. 2011 ISISE Day-Outpt_PT
rcaap.rightsopenAccesspt_PT
rcaap.typeconferenceObjectpt_PT

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