Show simple item record

dc.creatorL. Yamin
dc.creatorA. Hurtado
dc.creatorA. Barbat
dc.creatorG. Bernal
dc.creatorO.D. Cardona
dc.date.accessioned2016-07-28T13:29:11Z
dc.date.available2016-07-28T13:29:11Z
dc.date.issued2012
dc.identifier.citationL. Yamin, A. Hurtado, A. Barbat, G. Bernal, O.D. Cardona. (2012). Earthquake vulnerability assessment of buildings for catastrophic risk analysis in urban areas . Lisboa. 15 WCEE
dc.identifier.urihttp://hdl.handle.net/20.500.11762/19829
dc.description.sponsorshipUniversitat Politécnica de Catalunya, Universidad Nacional sede Manizales, Universidad de Los Andes
dc.formatDigital (.pdf)
dc.language.isoen
dc.publisher15 WCEE
dc.sourcereponame:Repositorio Institucional Unidad Nacional para la Gestión del Riesgo de Desastresspa
dc.sourceinstname:Unidad Nacional para la Gestión del Riesgo de Desastresspa
dc.subjectSeismic vulnerablity functions
dc.subjectrisk analysis
dc.subjecteconomic losses
dc.titleEarthquake vulnerability assessment of buildings for catastrophic risk analysis in urban areas
dc.typeinfo:eu-repo/semantics/articlespa
dc.description.departamentoLisboa
dc.type.spaArticulo de conferencia
dc.rights.accessRightsinfo:eu-repo/semantics/openAccessspa
dc.description.abstractenglishA catastrophic risk model has been developed to evaluate, building by building, the probabilistic losses and purepremiums of different portfolios. The model includes a hazard module, an exposure module, a vulnerabilitymodule and a risk module. A brief summary of the methodological approach adopted for catastrophic riskassessment and an improvement methodological approach for the vulnerability assessment of building structuresis presented. Dynamic nonlinear or simplified nonlinear analysis, the consideration of multiple damage functionsfor different types of components of the construction and a repair cost methodological approach are proposed inorder to integrate the total economic losses for the building, for different performance levels of analysis. Themethodology is illustrated with a one-story, one-bay reinforced concrete moment resisting frame withunreinforced masonry infill walls. Preliminary conclusions and recommendations are presented for theimplementation of the proposed methodology.
dc.relation.publisherversionhttps://www.researchgate.net/publication/259593989
dc.type.hasVersioninfo:eu-repo/semantics/acceptedVersionspa


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record