1. Repositorio DSpace at LNEC
  2. Departamento de Estruturas
  3. DE/NCE
  4. DE/NCE - Comunicações a congressos e artigos de revista
Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1000310
Full metadata record
DC FieldValueLanguage
dc.contributor.authorPalma, P.pt_BR
dc.contributor.authorGomes Ferreira, J.pt_BR
dc.contributor.authorCruz, H.pt_BR
dc.date.accessioned2010-06-29T14:52:44Zpt_BR
dc.date.accessioned2014-10-09T14:55:11Zpt_BR
dc.date.accessioned2017-04-13T08:35:25Z-
dc.date.available2010-06-29T14:52:44Zpt_BR
dc.date.available2014-10-09T14:55:11Zpt_BR
dc.date.available2017-04-13T08:35:25Z-
dc.date.issued2010-06pt_BR
dc.identifier.citationPalma, Pedro; Ferreira, João; Cruz, Helena (2010): An experimental campaign on traditional diagonal front notched timber joints was carried out in order to assess their rotational behaviour. This campaign included ten different test conditions, comprising some of the most frequently observed configurations of the rafter and tie beam joint in Portuguese roof structures. The joints' mechanical behaviour was appraised with regard to their geometric parameters, presence of metal fastening devices and moisture content of timber. The experimental results show that the joint's response is different when opening or closing the skew angle and that specific load bearing mechanisms dictate the different performances exhibited by each typology: WCTE 2010, 6ppt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1000310-
dc.description.abstractAn experimental campaign on traditional diagonal front notched timber joints was carried out in order to assess their rotational behaviour. This campaign included ten different test conditions, comprising some of the most frequently observed configurations of the rafter and tie beam joint in Portuguese roof structures. The joints' mechanical behaviour was appraised with regard to their geometric parameters, presence of metal fastening devices and moisture content of timber. The experimental results show that the joint's response is different when opening or closing the skew angle and that specific load bearing mechanisms dictate the different performances exhibited by each typology.pt_BR
dc.description.sponsorshipThe authors wish to thank the Portuguese Science and Technology Foundation (Project POCI/ECM/56552/2004) for the financial support towards this research. Thanks also go to the LNEC Scientific Instrumentation Centre (Paulo Morais and Fernando Oliveira) for their most valuable contribution in the design and set up of the test equipment.pt_BR
dc.language.isoengpt_BR
dc.relation.ispartofseriescomunicação;pt_BR
dc.rightsopenAccesspt_BR
dc.subjectTimber structurespt_BR
dc.subjectConnectionspt_BR
dc.subjectCarpentry jointspt_BR
dc.subjectTestspt_BR
dc.subjectMechanical behaviourpt_BR
dc.titleMonotonic tests of structural carpentry jointspt_BR
dc.typeconferenceObjectpt_BR
dc.description.figures22pt_BR
dc.description.pages6ppt_BR
dc.identifier.seminarioWCTE 2010pt_BR
dc.identifier.localRiva del Garda, Itáliapt_BR
dc.identifier.localizacao6M2pt_BR
dc.description.sectorDE/NEMpt_BR
dc.identifier.proc0303/11/17708pt_BR
dc.description.year2010pt_BR
dc.description.data20 a 24 de Junhopt_BR
Appears in Collections:DE/NCE - Comunicações a congressos e artigos de revista

Files in This Item:
File Description SizeFormat 
Monotonic tests of structural carpentry joints.pdf66.48 kBAdobe PDFView/Open
Show simple item record


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.