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Resistance calculation of a masonry structure against a deformation due to an angular distortion

dc.creatorCano-Marín, Rubénes
dc.date.accessioned2017-02-02T13:22:53Z
dc.date.available2017-02-02T13:22:53Z
dc.date.issued2013
dc.identifier.citationCano-Marín, R. (2013). Resistance calculation of a masonry structure against a deformation due to an angular distortion. En 5th International Congress on Energy and Environment Engineering and Management
dc.identifier.urihttp://hdl.handle.net/11441/53552
dc.description.abstractThe present paper provides an analysis of the deformation capacity of a masonry structure caused by an angular distortion. We are going to examine the geometric characteristic of the deformation, stress increase associated with this movement, and the resistance front shear and deflection. We have used as a reference the studies from A. Tena y E. Miranda 2001 [1], and the technical norms CTE-DB-SE-F [2] and NBE-FL-90 [3].es
dc.formatapplication/pdfes
dc.language.isoenges
dc.relation.ispartof5th International Congress on Energy and Environment Engineering and Management (2013)
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleResistance calculation of a masonry structure against a deformation due to an angular distortiones
dc.typeinfo:eu-repo/semantics/conferenceObjectes
dc.type.versioninfo:eu-repo/semantics/submittedVersiones
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.contributor.affiliationUniversidad de Sevilla. Departamento de Estructuras de Edificación e Ingeniería del Terrenoes
idus.format.extent4es
dc.eventtitle5th International Congress on Energy and Environment Engineering and Managementes
dc.eventinstitutionLisboaes
dc.relation.publicationplaceLisboaes

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Except where otherwise noted, this item's license is described as: Attribution-NonCommercial-NoDerivatives 4.0 Internacional