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dc.creatorRequena García de la Cruz, María Victoriaes
dc.creatorMorales Esteban, Antonioes
dc.creatorDurand Neyra, Percyes
dc.creatorEstêvão, João M.C.es
dc.date.accessioned2019-07-16T09:38:23Z
dc.date.available2019-07-16T09:38:23Z
dc.date.issued2019-04
dc.identifier.citationRequena García de la Cruz, M.V., Morales Esteban, A., Durand Neyra, P. y Estêvão, J.M.C. (2019). An index-based method for evaluating seismic retrofitting techniques. Application to a reinforced concrete primary school in Huelva. Plos One, 14 (4),  e0215120-1- e0215120-17.
dc.identifier.issn1932-6203es
dc.identifier.urihttps://hdl.handle.net/11441/88058
dc.description.abstractA project named PERSISTAH (Projetos de Escolas Resilientes aos SISmos no Território do Algarve e de Huelva, in Portuguese) is being developed. It aims to cooperatively assess and improve the seismic vulnerability of primary schools in the Algarve (Portugal) and Huelva (Spain). A large number of schools have to be analysed. In order to determine which seismic retrofitting technique is optimal, an index-based method is presented in this paper. It considers three parameters: first, the efficiency of the seismic retrofitting technique in relation to the structural improvement obtained; second, the cost of the implementation of the retrofitting technique; and third, the architectural impact. It should be mentioned that a specific measurement for each solution according to its geometry has been performed. Also, coefficients to consider the singularities of each analysis and the importance of the parameters (number of buildings, typology, available funds, etc.) in the study are considered. The most representative primary school of Huelva has been chosen to test the index-based method. The most suitable retrofitting techniques for this type of buildings have been tested. The retrofitting technique which most increased the seismic performance has been the addition of X and V bracings within the building’s bays. Furthermore, the analyses have revealed that adding the retrofitting elements in the most vulnerable direction of the building provides a high efficiency. The results have also shown that implementing techniques of lower architectural impact gives acceptable results. The analysis of the mean damage level index has shown that the building would experiment a severe damage. All the retrofitting techniques applied have reduced it, at least, up to moderate damage. Finally, it should be noted that the position of the retrofitting elements is also paramount for providing an optimal retrofitting.es
dc.formatapplication/pdfes
dc.language.isoenges
dc.publisherPublic Library of Sciencees
dc.relation.ispartofPlos One, 14 (4),  e0215120-1- e0215120-17.
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleAn index-based method for evaluating seismic retrofitting techniques. Application to a reinforced concrete primary school in Huelvaes
dc.typeinfo:eu-repo/semantics/articlees
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.publisherversionhttp://doi.org/10.1371/journal.pone.0215120es
dc.identifier.doi10.1371/journal.pone.0215120es
idus.format.extent17 p.es
dc.journaltitlePlos Onees
dc.publication.volumen14es
dc.publication.issue4es
dc.publication.initialPage e0215120-1es
dc.publication.endPage e0215120-17es

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