Composite connections in slim-floor system: An experimental study

dc.creatorNardin, Silvana de
dc.creatorEl Debs, Ana Lucia Homce de Cresce
dc.date.accessioned2013-11-05T11:04:07Z
dc.date.accessioned2018-07-04T16:15:54Z
dc.date.available2013-11-05T11:04:07Z
dc.date.available2018-07-04T16:15:54Z
dc.date.created2013-11-05T11:04:07Z
dc.date.issued2012
dc.identifierJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, OXFORD, v. 68, n. 1, supl. 4, Part 1-2, pp. 78-88, JAN, 2012
dc.identifier0143-974X
dc.identifierhttp://www.producao.usp.br/handle/BDPI/41116
dc.identifier10.1016/j.jcsr.2011.07.006
dc.identifierhttp://dx.doi.org/10.1016/j.jcsr.2011.07.006
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1633595
dc.description.abstractThis paper reports the results of full-scale tests in beam-to-column connections for composite slim floor systems, including tests on Bare Steel connection and composite connection. The tested system consists of a concrete-filled composite column and a composite floor where an asymmetric steel beam is connected to a composite column by shear steel plates. Tests results previously obtained on partially encased composite beams were used to define the position of the headed studs in the slim floor system. Based on the obtained results of connections, the composite and Bare Steel connection behaved as semi-rigid and nominally pinned respectively. The tests results also indicated a significant contribution of the slim floor to the moment capacity of the connection. (C) 2011 Elsevier Ltd. All rights reserved.
dc.languageeng
dc.publisherELSEVIER SCI LTD
dc.publisherOXFORD
dc.relationJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
dc.rightsCopyright ELSEVIER SCI LTD
dc.rightsclosedAccess
dc.subjectSLIM FLOOR
dc.subjectCOMPOSITE CONNECTION
dc.subjectBEAM-TO-COLUMN CONNECTION
dc.subjectENCASED BEAM
dc.titleComposite connections in slim-floor system: An experimental study
dc.typeArtículos de revistas


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