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dc.contributor.authorHerrera González, Reyes Indira
dc.contributor.authorVielma Pérez, Juan Carlos
dc.contributor.authorUgel Garrido, Ronald David
dc.contributor.authorMartínez, Yolsanie
dc.contributor.authorBarbat Barbat, Horia Alejandro
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.date.accessioned2014-01-07T19:00:54Z
dc.date.available2014-01-07T19:00:54Z
dc.date.created2012-08
dc.date.issued2012-08
dc.identifier.citationHerrera, R. [et al.]. Optimal design and earthquake-resistant design evaluation of low-rise framed RC structure. "Natural Science", Agost 2012, vol. 4, núm. 8A, p. 677-685.
dc.identifier.issn2150-4105
dc.identifier.urihttp://hdl.handle.net/2117/21159
dc.description.abstractThis study evaluates the seismic response of an existing two stories RC building using non-lin-ear analysis. The original model was resized and two buildings were designed using two different methodologies to fulfill the Venezuelan codes requirements for a high seismic hazard. An elas- tic analysis was applied to the original building in order to verify interstory drifts; the resizing building was designed under requirements of strong column-wake beam condition. A third building was modeled according to the seismic displacement-based design procedure. A non- linear static analysis and 2D and 3D dynamic analyses were performed, obtaining capacity curves, structural ductility, structural perform-ance point, global and interstory drifts for each building. Torsional effects for the resizing building were also computed from 3D analysis. In the original building a weak seismic behavior was obtained, while resized buildings presented a good seismic performance under the Limits States evaluated in this study.
dc.format.extent9 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.lcshEarthquake resistant design
dc.subject.otherResized Building
dc.subject.otherLinear Analysis
dc.subject.otherNonlinear Analysis
dc.subject.otherSeismic Response
dc.subject.otherTorsional Effects
dc.titleOptimal design and earthquake-resistant design evaluation of low-rise framed RC structure
dc.typeArticle
dc.subject.lemacConstruccions antisísmiques
dc.contributor.groupUniversitat Politècnica de Catalunya. (MC)2 - Grup de Mecànica Computacional en Medis Continus
dc.identifier.doi10.4236/ns.2012.428089
dc.relation.publisherversionhttp://www.scirp.org/journal/PaperInformation.aspx?PaperID=21655#.UsxFJftXjJs
dc.rights.accessOpen Access
local.identifier.drac12954362
dc.description.versionPostprint (published version)
local.citation.authorHerrera, R.; Vielma, J.; Ugel, R.; Martínez, Y.; Barbat, H.
local.citation.publicationNameNatural Science
local.citation.volume4
local.citation.number8A
local.citation.startingPage677
local.citation.endingPage685


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