Please use this identifier to cite or link to this item:

Full metadata record
DC FieldValueLanguage
dc.contributor.authorBranco, Jorge M.-
dc.contributor.authorCruz, Paulo J. S.-
dc.contributor.authorPiazza, Maurizio-
dc.contributor.authorVarum, Humberto-
dc.identifier.citationBENDER, Donald A. [et al.], ed. lit. – “WCTE 2006 : proceedings of the World Conference on Timber Engineering, 9, Portland, OR, USA, 2006” [CD-ROM]. Corvallis : Oregon State University, 2006.eng
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.eng
dc.description.sponsorshipPortuguese Foundation for Science and Technology - SFRH/BD/18515/2004; Contract Reference POCI/ECM/56552/2004.por
dc.publisherOregon State Universityeng
dc.titleBehaviour of traditional portuguese timber roof structureseng
oaire.citationConferenceDate6 - 10 Ago. 2006eng
sdum.event.locationPortland, Oregon, USAeng
sdum.event.titleWCTE 2006 - World Conference on Timber Engineeringeng
sdum.conferencePublication9th World Conference on Timber Engineering 2006, WCTE 2006por
Appears in Collections:CEC-EST - Comunicações a Conferências Internacionais

Files in This Item:
File Description SizeFormat 
PC 8 - Behaviour of Traditional Portuguese Timber Roof Structures.pdfartigo670,16 kBAdobe PDFView/Open

Partilhe no FacebookPartilhe no TwitterPartilhe no DeliciousPartilhe no LinkedInPartilhe no DiggAdicionar ao Google BookmarksPartilhe no MySpacePartilhe no Orkut
Exporte no formato BibTex mendeley Exporte no formato Endnote Adicione ao seu ORCID