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Earthquake vulnerability assessment of buildings for catastrophic risk analysis in urban areas
| dc.creator | L. Yamin | |
| dc.creator | A. Hurtado | |
| dc.creator | A. Barbat | |
| dc.creator | G. Bernal | |
| dc.creator | O.D. Cardona | |
| dc.date.accessioned | 2016-07-28T13:29:11Z | |
| dc.date.available | 2016-07-28T13:29:11Z | |
| dc.date.issued | 2012 | |
| dc.identifier.citation | L. 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.uri | http://hdl.handle.net/20.500.11762/19829 | |
| dc.description.sponsorship | Universitat Politécnica de Catalunya, Universidad Nacional sede Manizales, Universidad de Los Andes | |
| dc.format | Digital (.pdf) | |
| dc.language.iso | en | |
| dc.publisher | 15 WCEE | |
| dc.source | instname:Unidad Nacional para la Gestión del Riesgo de Desastres | spa |
| dc.source | reponame:Repositorio Institucional Unidad Nacional para la Gestión del Riesgo de Desastres | spa |
| dc.subject | Seismic vulnerablity functions | |
| dc.subject | risk analysis | |
| dc.subject | economic losses | |
| dc.title | Earthquake vulnerability assessment of buildings for catastrophic risk analysis in urban areas | |
| dc.type | info:eu-repo/semantics/article | spa |
| dc.description.departamento | LISBOA | |
| dc.type.spa | Articulo de conferencia | |
| dc.rights.accessRights | info:eu-repo/semantics/openAccess | spa |
| dc.description.abstractenglish | A 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.publisherversion | https://www.researchgate.net/publication/259593989 | |
| dc.type.hasVersion | info:eu-repo/semantics/acceptedVersion | spa |
