Please use this identifier to cite or link to this item: http://hdl.handle.net/10773/9477
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dc.contributor.authorBranco, J.pt
dc.contributor.authorCruz, P.pt
dc.contributor.authorPiazza, M.pt
dc.contributor.authorVarum, H.pt
dc.date.accessioned2013-01-11T12:55:40Z-
dc.date.available2013-01-11T12:55:40Z-
dc.date.issued2006-
dc.identifier.urihttp://hdl.handle.net/10773/9477-
dc.description.abstractThe aim of this paper is to present the results of a structural analysis of common trusses traditionally used in roof construction in Portugal. The study includes the results of a preliminary survey intending to assess the geometry, materials and on site pathologies, as well as a twodimensional linear elastic static and dynamic analysis. The trusses behaviour under symmetric and non-symmetric loads, the king post/tie-beam connection, the stiffness of the joints and the incorrect positioning of the purlins, were some of the structural aspects that have been investigated.pt
dc.language.isoengpt
dc.publisherOregon State Universitypt
dc.relationFCT - SFRH/BD/18515/2004pt
dc.relationFCT - POCI/ECM/56552/2004pt
dc.rightsopenAccesspor
dc.titleBehaviour of traditional Portuguese timber roof structurespt
dc.typeconferenceObjectpt
dc.peerreviewedyespt
ua.publicationstatuspublishedpt
ua.event.title9th World Conference on Timber Engineering, WCTE 2006pt
ua.event.date6-10 agosto, 2006pt
ua.event.typeconferencept
degois.publication.titleWCTE 2006 - 9th World Conference on Timber Engineeringpt
dc.relation.publisherversionhttp://oregonstate.edu/conferences/event/WCTE2006/pt
Appears in Collections:DECivil - Comunicações

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