Development of a fragility model for the residential building stock in South America

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dc.citation.journalTitleEarthquake Spectra
dc.contributor.authorVillar-Vega, Mabe
dc.contributor.authorSilva, Vitor
dc.contributor.authorCrowley, Helen
dc.contributor.authorYepes, Catalina
dc.contributor.authorTarque, Nicola
dc.contributor.authorAcevedo, Ana Beatriz
dc.contributor.authorHube, Matias A.
dc.contributor.authorGustavo, Coronel D.
dc.contributor.authorMaria, Hernan Santa
dc.contributor.departmentUniversidad EAFIT. Departamento de Ingeniería de Producciónspa
dc.contributor.researchgroupMateriales de Ingenieríaspa
dc.creatorVillar-Vega, Mabe
dc.creatorSilva, Vitor
dc.creatorCrowley, Helen
dc.creatorYepes, Catalina
dc.creatorTarque, Nicola
dc.creatorAcevedo, Ana Beatriz
dc.creatorHube, Matias A.
dc.creatorGustavo, Coronel D.
dc.creatorMaria, Hernan Santa
dc.date.accessioned2021-04-12T21:26:44Z
dc.date.available2021-04-12T21:26:44Z
dc.date.issued2017-05-01
dc.description.abstractSouth America-in particular, the Andean countries-are exposed to high levels of seismic hazard, which, when combined with the elevated concentration of population and properties, has led to an alarming potential for human and economic losses. Although several fragility models have been developed in recent decades for South America, and occasionally used in probabilistic risk analysis, these models have been developed using distinct methodologies and assumptions, which renders any direct comparison of the results across countries questionable, and thus application at a regional level unreliable. This publication aims at obtaining a uniform fragility model for the most representative building classes in the Andean region, for large-scale risk analysis. To this end, sets of single-degree-of-freedom oscillators were created and subjected to a series of ground motion records using nonlinear time history analyses, and the resulting damage distributions were used to derive sets of fragility functions. © 2017, Earthquake Engineering Research Institute.eng
dc.identifierhttps://eafit.fundanetsuite.com/Publicaciones/ProdCientif/PublicacionFrw.aspx?id=6900
dc.identifier.doi10.1193/010716EQS005M
dc.identifier.issn87552930
dc.identifier.issn19448201
dc.identifier.otherWOS;000403628900010
dc.identifier.otherSCOPUS;2-s2.0-85019270686
dc.identifier.urihttp://hdl.handle.net/10784/29112
dc.language.isoeng
dc.publisherEARTHQUAKE ENGINEERING RESEARCH INST
dc.relation.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85019270686&doi=10.1193%2f010716EQS005M&partnerID=40&md5=85d16d76d009054a21776ff902034a1c
dc.rightshttps://v2.sherpa.ac.uk/id/publication/issn/8755-2930
dc.sourceEarthquake Spectra
dc.subjectDegrees of freedom (mechanics)eng
dc.subjectLosseseng
dc.subjectRisk assessmenteng
dc.subjectRisk perceptioneng
dc.subjectTime series analysiseng
dc.subjectDamage distributioneng
dc.subjectElevated concentrationseng
dc.subjectFragility functioneng
dc.subjectNonlinear time history analysiseng
dc.subjectProbabilistic risk analysiseng
dc.subjectResidential building stockseng
dc.subjectSeismic hazardseng
dc.subjectSingle-degree-of-freedom oscillatorseng
dc.subjectRisk analysiseng
dc.titleDevelopment of a fragility model for the residential building stock in South Americaeng
dc.typeinfo:eu-repo/semantics/articleeng
dc.typearticleeng
dc.typeinfo:eu-repo/semantics/publishedVersioneng
dc.typepublishedVersioneng
dc.type.localArtículospa

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