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dc.contributor.authorVargas Alzate, Yeudy Felipe
dc.contributor.authorPujades Beneit, Lluís
dc.contributor.authorBarbat Barbat, Horia Alejandro
dc.contributor.authorHurtado Gómez, Jorge Eduardo
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2020-04-28T16:16:09Z
dc.date.available2020-04-28T16:16:09Z
dc.date.issued2013-12
dc.identifier.citationVargas, Y. [et al.]. Capacity, fragility and damage in reinforced concrete buildings: a probabilistic approach. "Bulletin of earthquake engineering", Desembre 2013, vol. 11, núm. 6, p. 2007-2032.
dc.identifier.issn1570-761X
dc.identifier.otherhttps://www.scipedia.com/public/Vargas_et_al_2018a
dc.identifier.urihttp://hdl.handle.net/2117/185483
dc.descriptionThe final publication is available at Springer via http://dx.doi.org/10.1007/s10518-013-9468-x
dc.description.abstractThe main goals of this article are to analyze the use of simplified deterministic nonlinear static procedures for assessing the seismic response of buildings and to evaluate the influence that the uncertainties in the mechanical properties of the materials and in the features of the seismic actions have in the uncertainties of the structural response. A reinforced concrete building is used as a guiding case study. In the calculation of the expected spectral displacement, deterministic nonlinear static methods are simple and straightforward. For not severe earthquakes these approaches lead to somewhat conservative but adequate results when compared to more sophisticated procedures involving nonlinear dynamic analyses. Concerning the probabilistic assessment, the strength properties of the materials, concrete and steel, and the seismic action are considered as random variables. The Monte Carlo method is then used to analyze the structural response of the building. The obtained results show that significant uncertainties are expected; uncertainties in the structural response increase with the severity of the seismic actions. The major influence in the randomness of the structural response comes from the randomness of the seismic action. A useful example for selected earthquake scenarios is used to illustrate the applicability of the probabilistic approach for assessing expected damage and risk. An important conclusion of this work is the need of broaching the fragility of the buildings and expected damage assessment issues from a probabilistic perspective.
dc.description.sponsorshipThe thoughtful comments and suggestions of Julian J. Bommer helped us to address the probabilistic treatment of the seismic actions and to improve the manuscript. The thorough review of two anonymous referees is also acknowledged. Special thanks are given to Emilio Carreño and Juan M. Alcalde of the Instituto Geográfico Nacional (IGN) who provided us the Spanish accelerogram database. M. Mar Obrador has carefully revised the English. This work has been partially funded by the Spanish government and the European Commission with FEDER funds through research projects CGL2008-00869/BTE, CGL2011-23621, CGL2011-29063INTERREG: POCTEFA 2007-2013/ 73/08 and MOVE-FT7-ENV-2007-1-211590. Yeudy F. Vargas has a scholarship from an IGC-UPC joint agreement.
dc.format.extent26 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subject.lcshReinforced concrete construction--Earthquake effects
dc.subject.otherCapacity
dc.subject.otherFragility
dc.subject.otherProbabilistic
dc.subject.otherReinforced concrete buildings
dc.subject.otherSeismic damage
dc.titleCapacity, fragility and damage in reinforced concrete buildings: a probabilistic approach
dc.typeArticle
dc.subject.lemacConstrucció en formigó armat -- Enginyeria sísmica
dc.contributor.groupUniversitat Politècnica de Catalunya. GIES - Geofísica i Enginyeria Sísmica
dc.contributor.groupUniversitat Politècnica de Catalunya. (MC)2 - Grup de Mecànica Computacional en Medis Continus
dc.identifier.doi10.1007/s10518-013-9468-x
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://link.springer.com/article/10.1007%2Fs10518-013-9468-x
dc.rights.accessOpen Access
local.identifier.drac12986688
dc.description.versionPostprint (author's final draft)
local.citation.authorVargas, Y.; Pujades, L.G.; Barbat, A. H.; Hurtado, J.
local.citation.publicationNameBulletin of earthquake engineering
local.citation.volume11
local.citation.number6
local.citation.startingPage2007
local.citation.endingPage2032


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