Experimental evaluation of different strengthening techniques of traditional timber connections

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dc.contributor.authorBranco, Jorge M.
dc.contributor.authorPiazza, Maurizio
dc.contributor.authorCruz, Paulo J. S.
dc.date.accessioned2011-09-15T16:18:31Z
dc.date.available2011-09-15T16:18:31Z
dc.date.issued2011-08
dc.description.abstractA series of monotonic and cyclic tests were performed on unstrengthened specimens, in order to characterize the original behavior of connections, representative of traditional timber trusses. Subsequently, connections strengthened with metal devices were tested under monotonic and cyclic loading. Test data of original connections has been gathered with the purpose of characterizing their behavior, in particular, the post-elastic response and the failure mode. Observing the behavior of strengthened connections under cyclic loading gave straight indications on the positive and negative characteristics of the different strengthening techniques analyzed.por
dc.description.sponsorshipFundação para a Ciência e a Tecnologia (FCT)por
dc.distributioninternational
dc.identifier.doi10.1016/j.engstruct.2011.04.002por
dc.identifier.issn0141-0296por
dc.identifier.urihttps://hdl.handle.net/1822/13592
dc.language.isoengpor
dc.peerreviewedyespor
dc.publisherElsevierpor
dc.relation.publisherversionhttp://www.sciencedirect.com/science/article/pii/S0141029611001490por
dc.rightsopenAccesspor
dc.subjectTraditional timber connectionspor
dc.subjectExperimental evaluationspor
dc.subjectStrengtheningpor
dc.subjectMetal devicespor
dc.subjectMonotonic loadingpor
dc.subjectCyclic loadingpor
dc.subject.wosScience & Technologypor
dc.titleExperimental evaluation of different strengthening techniques of traditional timber connectionspor
dc.typearticle
dspace.entity.typePublicationen
oaire.citationEndPage2270por
oaire.citationIssue8por
oaire.citationStartPage2259por
oaire.citationTitleEngineering Structurespor
oaire.citationVolume33por
sdum.journalEngineering Structurespor
sdum.publicationstatuspublishedpor

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