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dc.creatorRequena García de la Cruz, María Victoriaes
dc.creatorMorales Esteban, Antonioes
dc.creatorSegovia Verjel, María Luisaes
dc.creatorRomero Sánchez, Emilioes
dc.creatorMiguel Rodríguez, Jaime dees
dc.creatorCarvalho Estêvão, João Manueles
dc.date.accessioned2023-06-13T07:50:56Z
dc.date.available2023-06-13T07:50:56Z
dc.date.issued2020
dc.identifier.citationRequena García de la Cruz, M.V., Morales Esteban, A., Segovia Verjel, M.L., Romero Sánchez, E., Miguel Rodríguez, J.d. y Carvalho Estêvão, J.M. (2020). A comparative analysis between the Spanish and Portuguese seismic codes: application to a border RC Primary School. Journal of Mechanics Engineering and Automation, 10 (3), 87-97. https://doi.org/10.17265/2159-5275/2020.03.003.
dc.identifier.issn2159-5275es
dc.identifier.issn2159-5283es
dc.identifier.urihttps://hdl.handle.net/11441/147106
dc.description.abstractThe Iberian Peninsula is close to the Eurasia-Africa plate boundary resulting in a considerable seismic hazard. In fact, the southwestern Iberian Peninsula is affected by far away earthquakes of long-return period with large-very large magnitude. A project named PERSISTAH (Projetos de Escolas Resilientes aos SISmos no Território do Algarve e de Huelva, in Portuguese) aims to cooperatively assess the seismic vulnerability of primary schools located in the Algarve (Portugal) and Huelva (Spain). Primary schools have been selected due to the considerable amount of similar buildings and their seismic vulnerability. In Portugal, the Decreto Lei 235/83 (RSAEEP) is mandatory while in Spain, the mandatory code is the Seismic Building Code (NCSE-02). In both countries, the Eurocode-8 (EC-8) is recommended. Despite the fact that both regions would be equally affected by an earthquake, both seismic codes are significantly different. This research compares the seismic action of Ayamonte (Huelva) and Vila Real de Santo António (Portugal). Both towns are very close and located at both sides of the border. Moreover, they share the same geology. This analysis has been applied considering a reinforced concrete (RC) primary school building located in Huelva. To do so, the performance-based method has been used. The seismic action and the damage levels are compared and analysed. The results have shown considerable differences in the seismic actions designation, in the performance point values and in the damage levels. The values considered in the Portuguese code are significantly more unfavourable. An agreement between codes should be made for border regions.es
dc.formatapplication/pdfes
dc.format.extent11 p.es
dc.language.isoenges
dc.publisherDavid Publishinges
dc.relation.ispartofJournal of Mechanics Engineering and Automation, 10 (3), 87-97.
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectPerformance-based methodes
dc.subjectSeismic codees
dc.subjectSeismic behavioures
dc.subjectNonlinear analysises
dc.subjectIberian Peninsulaes
dc.subjectRC buildinges
dc.titleA comparative analysis between the Spanish and Portuguese seismic codes: application to a border RC Primary Schooles
dc.typeinfo:eu-repo/semantics/articlees
dcterms.identifierhttps://ror.org/03yxnpp24
dc.type.versioninfo:eu-repo/semantics/publishedVersiones
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.contributor.affiliationUniversidad de Sevilla. Departamento de Estructuras de Edificación e Ingeniería del Terrenoes
dc.relation.projectID0313_PERSISTAH_5_Pes
dc.relation.publisherversionhttps://www.davidpublisher.com/Public/uploads/Contribute/5f1511e413868.pdfes
dc.identifier.doi10.17265/2159-5275/2020.03.003es
dc.contributor.groupUniversidad de Sevilla. TEP107: Estructuras y Geotecniaes
dc.journaltitleJournal of Mechanics Engineering and Automationes
dc.publication.volumen10es
dc.publication.issue3es
dc.publication.initialPage87es
dc.publication.endPage97es
dc.contributor.funderEuropean Commission (EC). Fondo Europeo de Desarrollo Regional (FEDER)es
dc.contributor.funderUniversidad de Sevillaes

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