Please use this identifier to cite or link to this item: http://hdl.handle.net/10316/3995
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dc.contributor.authorGervásio, Helena-
dc.contributor.authorSilva, L. Simões da-
dc.contributor.authorBorges, L.-
dc.date.accessioned2008-09-01T09:47:10Z-
dc.date.available2008-09-01T09:47:10Z-
dc.date.issued2004en_US
dc.identifier.citationJournal of Constructional Steel Research. 60:3-5 (2004) 635-648en_US
dc.identifier.urihttp://hdl.handle.net/10316/3995-
dc.description.abstractSteel joints must exhibit sufficient ductility for safe structural behaviour. This is especially true for partial-strength steel joints, whereby the nonlinear response of the joint plays an important part in the overall response of the structure. Uncertainty in joint response, particularly beyond the elastic limit of the moment-rotation curve, naturally leads to a probabilistic treatment of the ductility of steel joints. It is the objective of the present paper to compare a direct probabilistic approach with simulation techniques using the Monte-Carlo method both at the component and joint level, in the context of the component method, with the aim of establishing safe limits for the ductile behaviour of the steel joints.en_US
dc.description.urihttp://www.sciencedirect.com/science/article/B6V3T-49Y3H88-1/1/4f6f0c5bb20315bc0dcbec70a68bba8aen_US
dc.format.mimetypeaplication/PDFen
dc.language.isoengeng
dc.rightsopenAccesseng
dc.subjectSteel jointsen_US
dc.subjectReliabilityen_US
dc.subjectMonte-Carlo methoden_US
dc.subjectDuctilityen_US
dc.titleReliability assessment of the post-limit stiffness and ductility of steel jointsen_US
dc.typearticleen_US
item.grantfulltextopen-
item.languageiso639-1en-
item.fulltextCom Texto completo-
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais
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