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dc.contributor.authorVargas Alzate, Yeudy Felipe
dc.contributor.authorLantada, Nieves
dc.contributor.authorGonzález Drigo, José Ramón
dc.contributor.authorPujades Beneit, Lluís
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.date.accessioned2020-05-11T17:02:39Z
dc.date.available2020-05-11T17:02:39Z
dc.date.issued2020-02
dc.identifier.citationVargas, Y. [et al.]. Seismic risk assessment using stochastic nonlinear models. "Sustainability", Febrer 2020, vol. 12, núm. 4, p. 1308:1-1308:21.
dc.identifier.issn2071-1050
dc.identifier.urihttp://hdl.handle.net/2117/187109
dc.description.abstractThe basic input when seismic risk is estimated in urban environments is the expected physical damage level of buildings. The vulnerability index and capacity spectrum-based methods are the tools that have been used most to estimate the probability of occurrence of this important variable. Although both methods provide adequate estimates, they involve simplifications that are no longer necessary, given the current capacity of computers. In this study, an advanced method is developed that avoids many of these simplifications. The method starts from current state-of-the-art approaches, but it incorporates non-linear dynamic analysis and a probabilistic focus. Thus, the method considers not only the nonlinear dynamic response of the structures, modeled as multi degree of freedom systems (MDoF), but also uncertainties related to the loads, the geometry of the buildings, the mechanical properties of the materials and the seismic action. Once the method has been developed, the buildings are subjected to earthquake records that are selected and scaled according to the seismic hazard of the site and considering the probabilistic nature of the seismic actions. The practical applications of the method are illustrated with a case study: framed reinforced concrete buildings that are typical of an important district, the Eixample, in Barcelona (Spain). The building typology and the district were chosen because the seismic risk in Barcelona has been thoroughly studied, so detailed information about buildings’ features, seismic hazard and expected risk is available. Hence, the current results can be compared with those obtained using simpler, less sophisticated methods. The main aspects of the method are presented and discussed first. Then, the case study is described and the results obtained with the capacity spectrum method are compared with the results using the approach presented here. The results at hand show reasonably good agreement with previous seismic damage and risk scenarios in Barcelona, but the new method provides richer, more detailed, more reliable information. This is particularly useful for seismic risk reduction, prevention and management, to move towards more resilient, sustainable cities.
dc.description.sponsorshipThis research was funded by the research grant program Marie Sklodowska-Curie Actions (MSCA), European Union/European (H2020-MSCA-IF-2017) No 799553. This research was also partially funded by the Spanish Government’s Ministry of Economy and Competitiveness (MINECO) and by the European Regional Development Funds (ERDF) of the European Union (EU) through projects with references CGL2015-65913 -P (MINECO/ERDF, EU) and EFA158/16/POCRISC (INTERREG/POCTEFA. EU). The support of these institutions is highly recognized and acknowledged.
dc.language.isoeng
dc.rightsAttribution 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subject.lcshEarthquake hazard analysis--Mathematical models
dc.subject.otherSeismic risk assessment
dc.subject.otherStochastic non-linear models
dc.subject.otherSeismic damage
dc.subject.otherUniform hazard spectra
dc.subject.otherDamage indexes
dc.titleSeismic risk assessment using stochastic nonlinear models
dc.typeArticle
dc.subject.lemacRisc sísmic
dc.contributor.groupUniversitat Politècnica de Catalunya. EGEO - Enginyeria Geomàtica
dc.contributor.groupUniversitat Politècnica de Catalunya. GIES - Geofísica i Enginyeria Sísmica
dc.identifier.doi10.3390/su12041308
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.mdpi.com/2071-1050/12/4/1308
dc.rights.accessOpen Access
local.identifier.drac28129757
dc.description.versionPostprint (published version)
dc.relation.projectidinfo:eu-repo/grantAgreement/EC/H2020/799553/EU/Keeping and Increasing Resilience Opportunities and Sustainability of communities against earthquakes/KaIROS
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO//CGL2015-65913-P/ES/DESARROLLO Y APLICACION DE HERRAMIENTAS AVANZADAS PARA LA EVALUACION, PREVENCION Y GESTION DEL RIESGO SISMICO/
dc.relation.projectidinfo:eu-repo/grantAgreement/EC/INTERREGV/INTERREGEFA158/16POCRISC
local.citation.authorVargas, Y.; Lantada, M.; Gonzalez-Drigo, J.R.; Pujades, L.G.
local.citation.publicationNameSustainability
local.citation.volume12
local.citation.number4
local.citation.startingPage1308:1
local.citation.endingPage1308:21


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