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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/69355
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dc.contributor.authorStamato, Guilherme Correa-
dc.contributor.authorCalil Jr., Carlito-
dc.contributor.authorMartinez, Mariano Espinosa-
dc.contributor.authorDa Fonte, Thalita Fernandes-
dc.date.accessioned2014-05-27T11:22:05Z-
dc.date.accessioned2016-10-25T18:23:13Z-
dc.date.available2014-05-27T11:22:05Z-
dc.date.available2016-10-25T18:23:13Z-
dc.date.issued2006-12-01-
dc.identifierhttp://www.ewpa.com/Archive/2006/aug/P9.pdf-
dc.identifier.citation9th World Conference on Timber Engineering 2006, WCTE 2006, v. 3, p. 2421-2424.-
dc.identifier.urihttp://hdl.handle.net/11449/69355-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/69355-
dc.description.abstractThe Nailed Box Beam structural efficiency is directly dependent of the flange-web joint behavior, which determines the partial composition of the section, as the displacement between elements reduces the effective rigidity of the section and changes the stress distribution and the total displacement of the section. This work discusses the use of Nailed Plywood Box Beams in small span timber bridges, focusing on the reliability of the beam element. It is presented the results of tests carried out in 21 full scale Nailed Plywood Box Beams. The analysis of maximum load tests results shows that it presents a normal distribution, permitting the characteristic values calculation as the normal distribution theory specifies. The reliability of those elements was analyzed focusing on a timber bridge design, to estimate the failure probability in function of the load level.en
dc.format.extent2421-2424-
dc.language.isoeng-
dc.sourceScopus-
dc.subjectBeam elementsen
dc.subjectBox beamen
dc.subjectCharacteristic valueen
dc.subjectEffective rigidityen
dc.subjectFailure Probabilityen
dc.subjectFull scaleen
dc.subjectJoint behavioren
dc.subjectLoad levelsen
dc.subjectMaximum loaden
dc.subjectStructural efficienciesen
dc.subjectTimber bridgeen
dc.subjectNormal distributionen
dc.subjectPlywooden
dc.subjectStress concentrationen
dc.subjectTimberen
dc.subjectWood productsen
dc.subjectWooden bridgesen
dc.subjectReliabilityen
dc.titleReliability of timber bridges using nailed plywood box beamsen
dc.typeoutro-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.contributor.institutionUniversidade de São Paulo (USP)-
dc.contributor.institutionFederal University of Mato Grosso-
dc.description.affiliationSão Paulo State University, Itapeva - SP-
dc.description.affiliationUniversity of São Paulo School of Engineer of São Carlos LaMEM-
dc.description.affiliationFederal University of Mato Grosso, Cuiabá-
dc.description.affiliationUnespSão Paulo State University, Itapeva - SP-
dc.rights.accessRightsAcesso aberto-
dc.relation.ispartof9th World Conference on Timber Engineering 2006, WCTE 2006-
dc.identifier.scopus2-s2.0-84870052602-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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