Show simple item record

dc.contributor.authorVargas, Yeudy
dc.contributor.authorPujades Beneit, Lluís
dc.contributor.authorBarbat Barbat, Horia Alejandro
dc.contributor.authorHurtado Gómez, Jorge Eduardo
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.accessioned2010-12-10T18:09:42Z
dc.date.available2010-12-10T18:09:42Z
dc.date.created2010
dc.date.issued2010
dc.identifier.citationVargas, Y. [et al.]. Probabilistic assessment of the damage in reinforced concrete structures. A: International Symposium on Reliability Engineering and Risk Management. "International Symposium on Reliability Engineering and Risk Management". Shanghai: 2010, p. 1-8.
dc.identifier.urihttp://hdl.handle.net/2117/10549
dc.description.abstractThe main objective of this study is to evaluate the expected damage in reinforced concrete structures in a probabilistic way using Monte Carlo simulation. To do that, the mechanical properties of the materials have been considered random and a set of real accelerograms are scaled in such a way that the mean of their response spectra is similar to the elastic response spectra of the Eurocode EC-08. Performing a series of nonlinear dynamic analysis in the time domain, the probability density function of the maximum displace-ment at the roof of the structure is obtained. Afterwards, the mean capacity curve of the structure is calculated in probabilistic terms. The static and dynamic nonlinear structural analyses are performed with the program RUAUMOKO 2D. The capacity curve allows defining the states of seismic damage of the structures. Ac-cording to the methodology proposed by the ATC 40, the expected seismic damage of a structure can be cal-culated from its capacity spectrum and from the horizontal displacement demand at the roof level. In order to calculate the latter, the equal displacement approximation will be applied and will be compared with the de-mand of the structure calculated by means of the before mentioned nonlinear dynamic analysis. The fragility curves of the structures are then calculated starting from the obtained damage states. The expected structural damage is finally obtained entering in the fragility curves the spectral displacement obtained by using both, the ATC 40 method and the nonlinear dynamic method. The results obtained from static and dynamic analyses are finally compared and discussed from a probabilistic point of view.
dc.format.extent8 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshEarthquake hazard analysis
dc.subject.lcshMonte Carlo method
dc.titleProbabilistic assessment of the damage in reinforced concrete structures
dc.typeConference report
dc.subject.lemacRisc sísmic
dc.subject.lemacMonte Carlo, Mètode de
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.rights.accessRestricted access - publisher's policy
drac.iddocument4457478
dc.description.versionPostprint (published version)
upcommons.citation.authorVargas, Y.; Pujades, L.; Barbat, H.; Hurtado, J.
upcommons.citation.contributorInternational Symposium on Reliability Engineering and Risk Management
upcommons.citation.pubplaceShanghai
upcommons.citation.publishedtrue
upcommons.citation.publicationNameInternational Symposium on Reliability Engineering and Risk Management
upcommons.citation.startingPage1
upcommons.citation.endingPage8


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record

All rights reserved. This work is protected by the corresponding intellectual and industrial property rights. Without prejudice to any existing legal exemptions, reproduction, distribution, public communication or transformation of this work are prohibited without permission of the copyright holder