dc.contributorMecánica Aplicada
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.accessioned2021-04-16T20:10:40Z
dc.date.accessioned2022-09-23T21:35:15Z
dc.date.available2021-04-16T20:10:40Z
dc.date.available2022-09-23T21:35:15Z
dc.date.created2021-04-16T20:10:40Z
dc.date.issued2017-05-01
dc.identifier19448201
dc.identifier13632469
dc.identifierWOS;000403628900010
dc.identifierSCOPUS;2-s2.0-85019270686
dc.identifierhttp://hdl.handle.net/10784/29199
dc.identifier10.1193/010716EQS005M
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/3531673
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.
dc.languageeng
dc.publisherEARTHQUAKE ENGINEERING RESEARCH INST
dc.publisherUniversidad EAFIT. Departamento de Ingeniería Mecánica
dc.relationhttps://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.titleDevelopment of a fragility model for the residential building stock in South America
dc.typeinfo:eu-repo/semantics/article
dc.typearticle
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typepublishedVersion


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