Composite connections in slim-floor system: An experimental study
Contribuinte(s) |
UNIVERSIDADE DE SÃO PAULO |
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Data(s) |
05/11/2013
05/11/2013
2012
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Resumo |
This 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. Fapesp - Research Support Foundation of Sao Paulo State FAPESP (Sao Paulo State Foundation of Research Support) |
Identificador |
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, OXFORD, v. 68, n. 1, supl. 4, Part 1-2, pp. 78-88, JAN, 2012 0143-974X http://www.producao.usp.br/handle/BDPI/41116 10.1016/j.jcsr.2011.07.006 |
Idioma(s) |
eng |
Publicador |
ELSEVIER SCI LTD OXFORD |
Relação |
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH |
Direitos |
closedAccess Copyright ELSEVIER SCI LTD |
Palavras-Chave | #SLIM FLOOR #COMPOSITE CONNECTION #BEAM-TO-COLUMN CONNECTION #ENCASED BEAM #BEAMS #CONSTRUCTION & BUILDING TECHNOLOGY #ENGINEERING, CIVIL |
Tipo |
article original article publishedVersion |