A probabilistic model for seismic risk assessment of buildings

dc.contributor.authorAguilar, Armando
dc.contributor.authorPujades Beneit, Lluís
dc.contributor.authorBarbat Barbat, Horia Alejandro
dc.contributor.authorLantada, Nieves
dc.contributor.groupUniversitat Politècnica de Catalunya. EGEO - Enginyeria Geomàtica
dc.contributor.groupUniversitat Politècnica de Catalunya. (MC)2 - Grup de Mecànica Computacional en Medis Continus
dc.contributor.groupUniversitat Politècnica de Catalunya. GiES - Geofísica i Enginyeria Sísmica
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica
dc.date.accessioned2010-11-03T17:55:34Z
dc.date.available2010-11-03T17:55:34Z
dc.date.created2009-03-03
dc.date.issued2009-03-03
dc.description.abstractA probabilistic model to estimate seismic risk is presented. The main elements of this model are the seismic hazard, the vulnerability, and the structural response. These elements are evaluated through a probabilistic point of view, in order to compute the seismic risk. In order to illustrate the application of the proposed model a new method, mLM1, is used to estimate the expected physical damage of the buildings located in a block of Barcelona. Most of the buildings in this block are unreinforced masonry buildings. In this new method the vulnerability of each building is modelled through probability density functions that describe the variation of a vulnerability index. The uncertainties related to the data of each building, and the uncertainties associated to the estimation of the vulnerability by means of a simplified method, are considered in the process used to estimate the seismic vulnerability of each building. In order to compute the seismic risk in the mLM1 method, the seismic hazard is obtained through a probabilistic seismic hazard assessment and it is expressed in terms of annual probability of exceedance of an intensity parameter. The seismic risk computed is expressed in terms of annual exceedance rate of damage states.
dc.description.versionPostprint (published version)
dc.format.extent8 p.
dc.identifier.citationAguilar, A. [et al.]. A probabilistic model for seismic risk assessment of buildings. A: International Workshop on Seismic Microzoning Risk Reduction. "8th International Workshop on Seismic Microzoning Risk Reduction". Almería: 2009, p. 17-24.
dc.identifier.dlAL-92-2009
dc.identifier.isbn978-84-691-9107-1
dc.identifier.urihttps://hdl.handle.net/2117/10097
dc.language.isoeng
dc.rights.accessRestricted access - publisher's policy
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geologia::Riscos geològics
dc.subject.lcshEarthquake hazard analysis
dc.subject.lcshEarth movements and building
dc.subject.lemacEdificis -- Efectes dels terratrèmols
dc.subject.otherSeismic risk
dc.subject.otherseismic hazard
dc.subject.otherseismic vulnerability
dc.subject.otherannual exceedance rates
dc.subject.otherseismic damage
dc.titleA probabilistic model for seismic risk assessment of buildings
dc.typeConference report
dspace.entity.typePublication
local.citation.authorAguilar, A.; Pujades, L.; Barbat, H.; Lantada, N.
local.citation.contributorInternational Workshop on Seismic Microzoning Risk Reduction
local.citation.endingPage24
local.citation.publicationName8th International Workshop on Seismic Microzoning Risk Reduction
local.citation.pubplaceAlmería
local.citation.startingPage17
local.identifier.drac2358925

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