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dc.creatorPiter, Juan Carlos Jesús
dc.creatorSosa Zitto, María Alexandra
dc.creatorRamos, María del Rocío
dc.creatorGuindos, Pablo
dc.date.accessioned2018-12-13T13:50:16Z
dc.date.available2018-12-13T13:50:16Z
dc.date.issued2018-08-20
dc.identifier.citationConference on timber Engineering 2018 (WCTE 2018)es_ES
dc.identifier.urihttp://hdl.handle.net/20.500.12272/3325
dc.description.abstractThe stiffness of joints of fast-growing E. grandis with 2.5mm-diameter nails was investigated through an empirical research project carried out according to European standards. The results confirmed the effectiveness of the criterion adopted by the European design rules for calculating the instantaneous slip modulus in joints loaded parallel to the grain and exhibiting the recommended spacing and end distances. The empirical results also revealed that the stiffness of the connections was related to the angle of load to grain, which is not taken into account by the European criterion. An important decrease of the slip modulus was found in joints loaded perpendicular to the graines_ES
dc.formatapplication/pdfes_ES
dc.language.isoenges_ES
dc.language.isoenges_ES
dc.rightsinfo:eu-repo/semantics/openAccesses_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectStiffnesses_ES
dc.subjectConnectionses_ES
dc.subjectSlip moduluses_ES
dc.subjectNailses_ES
dc.subjectGrandises_ES
dc.titleStiffness of connections of fast growing Eucaliptus Grandis with nails of small diameteres_ES
dc.typeinfo:eu-repo/semantics/conferenceObjectes_ES
dc.rights.holderPiter, Juan Carlos Jesús ; Sosa Zitto, María Alexandra ; Ramos, María del Rocío ; Guindos, Pabloes_ES
dc.description.affiliationFil: Piter, Juan Carlos Jesús. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Civil. Grupo de Estudio de Maderas; Argentina.es_ES
dc.description.affiliationFil: Sosa Zitto, María Alexandra. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Civil. Grupo de Estudio de Maderas; Argentina.es_ES
dc.description.affiliationFil: Ramos, María del Rocío. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Civil. Grupo de Estudio de Maderas; Argentina.es_ES
dc.description.affiliationFil: Guindos, Pablo. Pontificia Universidad Católica de Chile. Timber Innovation Center CIM UC; Chile.es_ES
dc.type.versioninfo:eu-repo/semantics/acceptedVersiones_ES
dc.type.snrdinfo:ar-repo/semantics/documento de conferenciaes_ES
dc.rights.useNo comercial con fines académicoses_ES
dc.rights.useAttribution-NonCommercial-NoDerivatives 4.0 Internacional*


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