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dc.contributor.authorBermúdez, Carlos Alberto
dc.contributor.authorBarbat Barbat, Horia Alejandro
dc.contributor.authorPujades Beneit, Lluís
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.accessioned2010-08-04T10:50:35Z
dc.date.available2010-08-04T10:50:35Z
dc.date.created2008
dc.date.issued2008
dc.identifier.citationBermúdez, C. A.; Barbat, H.; Pujades, L. Seismic vulnerability and fragility of steel buildings. A: World Conference on Earthquake Engineering. "14th World Conference on Earthquake Engineering". Beijing: 2008, p. 1-8.
dc.identifier.urihttp://hdl.handle.net/2117/8579
dc.description.abstractThe main goal of this article is to evaluate the structural behavior of steel buildings. The seismic performance ofa specific steel building located in the campus of the National University of Colombia in Manizales is assessed.The seismic demand is characterized by a peak effective acceleration of 0.25 g. Pushover analysis applied to alow-rise steel moment-resitant frame building and a low-rise steel braced frame building has shown theinadequate seismic behaviour of moment-resistant frame buildings, althoug the increase of the stiffness ofbraced frame buildings may induce seismic damage to non-structural elements sensitive to spectral acceleration.We have obtained fragility curves and damage probability matrices for the seismic demand anticipated by the Colombian seismic code for Manizales. We obtain specific relationships between yielding and ultimate capacityspectral displacements and damage states’ thresholds. These relationships can be applied to low-rise momentresistant frame and low-rise braced frame buildings. The comparison of the obtained expected mean damagestates and the vulnerability classes provided by the EMS-98 macro-seismic scale leads us classifying low-risesteel braced frame buildings and low-rise steel moment resistant frame buildings respectively into thevulnerability classes C and D-E. We clearly show that, stiffening buildings withconcentric braces leads to moreearthquake-resistant structures, and therefore with a significantly lower seismic vulnerability.
dc.format.extent8 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subject.lcshBuildings --Earthquake effects
dc.subject.othervulnerability
dc.subject.otherfragility
dc.subject.othermoment resistant frame
dc.subject.otherbraced frame
dc.subject.otherseismic damage
dc.titleSeismic vulnerability and fragility of steel buildings
dc.typeConference report
dc.subject.lemacConstruccions antisísmiques
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.description.peerreviewedPeer Reviewed
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac2358939
dc.description.versionPostprint (published version)
local.citation.authorBermúdez, C. A.; Barbat, H.; Pujades, L.
local.citation.contributorWorld Conference on Earthquake Engineering
local.citation.pubplaceBeijing
local.citation.publicationName14th World Conference on Earthquake Engineering
local.citation.startingPage1
local.citation.endingPage8


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