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dc.contributor.authorMartínez Martínez, Mónica 
dc.date.accessioned2020-02-18T10:04:28Z
dc.date.available2020-02-18T10:04:28Z
dc.date.issued2019-12-10
dc.identifier.bibliographicCitationConstruction History - International Journal of the Construction History Society, 2019, v. 34, n. 2, p. 53-73en
dc.identifier.issn0267-7768
dc.identifier.urihttp://hdl.handle.net/10017/41072
dc.description.abstractTrabajo de investigación sobre el origen de la aplicación del método plástico para el cálculo estructural de las cáscaras cilíndricas largas de cubierta de hormigón armado, obteniendo un método basado en las ecuaciones de equilibrio de la estructura, sencillo y seguro.es_ES
dc.description.abstractAssessing the state of stress of a cylindrical shell, according to elastic theory, originally consisted of formulating hypotheses about the conditions surrounding it, which were impossible to determine beforehand, and the type of structural material used, which had to be ideal, uniform and isotropic. However, even when it was possible to solve complex second-degree equations, there was no guarantee that this state of stress represented the ‘real’ state of the shell. Plastic theory emerged as a consequence of the shortcomings of elastic theory. It was also the twentieth century’s most important contribution to structural theory. This study looks at a specific episode, which has barely been studied and is part of the history of plastic or breaking load calculations, and concerns the origin and subsequent application of the plastic method as an ideal tool for the structural calculation of long cylindrical shells. It meant that they could be calculated easily and accurately, as will be discussed below.en
dc.format.mimetypeapplication/pdfen
dc.language.isoengen
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0)en
dc.rights(c) The Construction History Society, 2019en
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/en
dc.subjectMétodo plásticoes_ES
dc.subjectCáscaras cilíndricas largas de cubierta de hormigón armadoes_ES
dc.subjectMétodo de la Vigaes_ES
dc.subjectLimit analysisen
dc.subjectLong cylindrical shellen
dc.subjectK.W. Johansenen
dc.subjectEquilibrium methodsen
dc.subjectStructural calculation of long cylindrical shellsen
dc.subjectBeam methoden
dc.subjectShell structuresen
dc.subjectCalculation methods of space structures.en
dc.titleOrigin of equilibrium methods applied to the structural calculation of long cylindrical shellsen
dc.typeinfo:eu-repo/semantics/articleen
dc.subject.ecienciaArquitecturaes_ES
dc.subject.ecienciaArchitectureen
dc.contributor.affiliationUniversidad de Alcalá. Departamento de Arquitecturaes_ES
dc.date.updated2020-02-18T10:03:09Z
dc.type.versioninfo:eu-repo/semantics/publishedVersionen
dc.rights.accessRightsinfo:eu-repo/semantics/openAccessen
dc.identifier.uxxiAR/0000032347
dc.identifier.publicationtitleConstruction History - International Journal of the Construction History Societyen
dc.identifier.publicationvolume34
dc.identifier.publicationlastpage73
dc.identifier.publicationissue2
dc.identifier.publicationfirstpage53


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