Evaluation of the seismic risk of the unreinforced masonry building stock in Antioquia, Colombia

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dc.citation.journalTitleNATURAL HAZARDS
dc.contributor.authorAcevedo, A.B.
dc.contributor.authorJaramillo, J.D.
dc.contributor.authorYepes, C.
dc.contributor.authorSilva, V.
dc.contributor.authorOsorio, F.A.
dc.contributor.authorVillar, M.
dc.contributor.departmentUniversidad EAFIT. Departamento de Ingeniería de Producciónspa
dc.contributor.researchgroupMateriales de Ingenieríaspa
dc.creatorAcevedo, A.B.
dc.creatorJaramillo, J.D.
dc.creatorYepes, C.
dc.creatorSilva, V.
dc.creatorOsorio, F.A.
dc.creatorVillar, M.
dc.date.accessioned2021-04-12T21:26:44Z
dc.date.available2021-04-12T21:26:44Z
dc.date.issued2017-03-01
dc.description.abstractThis paper presents the development of an exposure model for the residential building stock in Antioquia (the second most populated Department of Colombia), the development of fragility functions for unreinforced masonry buildings, and estimation of building damage for two possible seismic events. Both the exposure and fragility models are publically available and can be used to calculate damage and losses due to single events, or probabilistic seismic hazard. The exposure model includes information regarding the total built-up area, number of buildings and inhabitants, building class, and replacement cost. The methodology used for the creation of the exposure model was based on available cadastral information, survey data, and expert judgment. Fragility functions were derived using nonlinear time history analyses on single-degree-of-freedom oscillators, for unreinforced masonry structures which represent more than 60% of the building stock in the region. Both seismic scenarios indicate that an event corresponding to a return period of 500 years located within the region of interest would cause slight or moderate damage to nearly 95 thousand structures, and about 32 thousand would have severe damage or collapse. This study was developed as part of the South America Risk Assessment project, supported by the Global Earthquake Model and SwissRe Foundation. © 2016, Springer Science+Business Media Dordrecht.eng
dc.identifierhttps://eafit.fundanetsuite.com/Publicaciones/ProdCientif/PublicacionFrw.aspx?id=5172
dc.identifier.doi10.1007/s11069-016-2647-8
dc.identifier.issn0921030X
dc.identifier.issn15730840
dc.identifier.otherWOS;000395078700003
dc.identifier.otherSCOPUS;2-s2.0-84994314544
dc.identifier.urihttp://hdl.handle.net/10784/29106
dc.language.isoeng
dc.publisherSPRINGER
dc.relation.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84994314544&doi=10.1007%2fs11069-016-2647-8&partnerID=40&md5=a924d5de92bae4f888437ef82f671bef
dc.rightshttps://v2.sherpa.ac.uk/id/publication/issn/0921-030X
dc.sourceNATURAL HAZARDS
dc.subjectearthquake eventeng
dc.subjectmasonryeng
dc.subjectresidential locationeng
dc.subjectrisk assessmenteng
dc.subjectseismic dataeng
dc.subjectseismic hazardeng
dc.subjectAntioquia [Colombia]eng
dc.subjectColombiaeng
dc.titleEvaluation of the seismic risk of the unreinforced masonry building stock in Antioquia, Colombiaeng
dc.typeinfo:eu-repo/semantics/articleeng
dc.typearticleeng
dc.typeinfo:eu-repo/semantics/publishedVersioneng
dc.typepublishedVersioneng
dc.type.localArtículospa

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