Please use this identifier to cite or link to this item: https://hdl.handle.net/10316/4028
DC FieldValueLanguage
dc.contributor.authorSilva, L. Simões da-
dc.contributor.authorSimões, Rui D.-
dc.contributor.authorCruz, Paulo J. S.-
dc.date.accessioned2008-09-01T09:47:43Z-
dc.date.available2008-09-01T09:47:43Z-
dc.date.issued2001en_US
dc.identifier.citationEngineering Structures. 23:11 (2001) 1383-1409en_US
dc.identifier.urihttps://hdl.handle.net/10316/4028-
dc.description.abstractAn experimental research program on end-plate beam-to-column composite joints under monotonical loading is presented. The major focus relates to the identification of the contribution of the concrete confinement in composite columns to the behaviour of the joint, coupled with a thorough assessment of the various loading possibilities, ranging from symmetric and anti-symmetric loading on internal nodes to external nodes under hogging and sagging moments, typical in seismic regions. Comparison with current methodologies in the analysis of composite joints is also presented.en_US
dc.description.urihttp://www.sciencedirect.com/science/article/B6V2Y-43RTX4N-3/1/575a26a4b87a0046886b60552095c1cben_US
dc.format.mimetypeaplication/PDFen
dc.language.isoengeng
dc.rightsopenAccesseng
dc.subjectComposite jointsen_US
dc.subjectComponent methoden_US
dc.subjectExperimentalen_US
dc.subjectStrengthen_US
dc.subjectStiffnessen_US
dc.subjectDuctilityen_US
dc.titleExperimental behaviour of end-plate beam-to-column composite joints under monotonical loadingen_US
dc.typearticleen_US
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypearticle-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.fulltextCom Texto completo-
item.languageiso639-1en-
crisitem.author.researchunitISISE - Institute for Sustainability and Innovation in Structural Engineering-
crisitem.author.orcid0000-0001-5225-6567-
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais
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