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Analysis of the Structural Behavior of the Historical Constructions: Seismic Evaluation of the Cathedral of Valencia (Spain)

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Analysis of the Structural Behavior of the Historical Constructions: Seismic Evaluation of the Cathedral of Valencia (Spain)

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dc.contributor.author Llopis-Pulido, Veronica es_ES
dc.contributor.author Alonso Durá, Adolfo es_ES
dc.contributor.author Fenollosa Forner, Ernesto Jesús es_ES
dc.contributor.author Martínez Boquera, Arturo es_ES
dc.date.accessioned 2020-01-09T21:00:53Z
dc.date.available 2020-01-09T21:00:53Z
dc.date.issued 2019 es_ES
dc.identifier.issn 1558-3066 es_ES
dc.identifier.uri http://hdl.handle.net/10251/134141
dc.description.abstract [EN] Analysis of the structural behavior of the historical constructions by the damage model through mechanical characterization of the material obtained by laboratory tests. This analysis has been particularly applied to the case historical construction of the Cathedral of Valencia (Spain) which is a representative example of Mediterranean Gothic with a structure formed by two sets of diaphragmatic walls, breaking with the Central European Gothic canons. In this research we conducted laboratory tests of samples taken from the masonry, in order to use these mechanical properties of the material nonlinear numerical models so that the results will allow an accurate calibration of material behavior for both gravitational and seismic actions. The study carried out justifies the reasons behind the differences between the Mediterranean Gothic and the traditional. The necessity of the walls¿ continuity will be demonstrated by the flying buttresses that turn into authentic diaphragm walls. es_ES
dc.language Inglés es_ES
dc.publisher Taylor & Francis es_ES
dc.relation.ispartof International journal of architectural heritage (electronic) es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Damage model es_ES
dc.subject Experimental tests es_ES
dc.subject Finite element model es_ES
dc.subject Historic building es_ES
dc.subject Pushover es_ES
dc.subject Return period es_ES
dc.subject Seismic analysis es_ES
dc.subject.classification MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS es_ES
dc.title Analysis of the Structural Behavior of the Historical Constructions: Seismic Evaluation of the Cathedral of Valencia (Spain) es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1080/15583058.2018.1497221 es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures es_ES
dc.description.bibliographicCitation Llopis-Pulido, V.; Alonso Durá, A.; Fenollosa Forner, EJ.; Martínez Boquera, A. (2019). Analysis of the Structural Behavior of the Historical Constructions: Seismic Evaluation of the Cathedral of Valencia (Spain). International journal of architectural heritage (electronic). 13(1):205-214. https://doi.org/10.1080/15583058.2018.1497221 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1080/15583058.2018.1497221 es_ES
dc.description.upvformatpinicio 205 es_ES
dc.description.upvformatpfin 214 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 13 es_ES
dc.description.issue 1 es_ES
dc.relation.pasarela S\370158 es_ES
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