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dc.contributor.authorBairán García, Jesús Miguel
dc.contributor.authorMoreno González, Rosángel
dc.contributor.authorPeguero, J.
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.date.accessioned2015-06-15T13:39:17Z
dc.date.available2015-06-15T13:39:17Z
dc.date.created2015-05
dc.date.issued2015-05
dc.identifier.citationBairan, J.; Moreno, R.; Peguero, J. Seismic behavior of medium and high strength concrete buildings. "The open civil engineering journal", Maig 2015, vol. 9, núm. Suppl. 1, M9, p. 308-320.
dc.identifier.issn1874-1495
dc.identifier.urihttp://hdl.handle.net/2117/28307
dc.description.abstractCurrent concrete technology has made higher concrete grades more affordable to mid and high-rise buildings; hence its use has been increasing in the late years as it allows for smaller cross-sections, reduction of the structure’s weight, improve durability, among other benefits. However, it is known that brittleness of plain concrete increases with the strength; therefore, some national codes have limited the concrete’s strength in high seismic zones. In this paper, the seismic behavior of a 10 storey dual frame-wall building, designed with concrete grades C30, C60 and C90 is studied in order to assess the advantages and disadvantages of this material and investigate the effects of high concrete strength on the seismic behavior of buildings. In total, three models were studied. Furthermore, a comparison between Force-Based-Design (FBD) and Displacement-Based-Design (DBD) methodologies is made. DBD showed advantages in determining the adequate design ductility and the distribution of forces between frame and wall. The structures are designed according to Eurocode 8 for seismic design high ductility structures. To assess the seismic performance of the building, pushover analyses were made according to the Eurocode 8 (N2 method) in order to determine the performance point. It is observed that adequate design could accommodate concrete’s reduction of ductility. Needed confinement levels can objectively be defined for different concrete strength. Some benefits of the overall increase of strength are highlighted in the paper. The C90 building showed adequate response, although changes on the failure mode were observed
dc.format.extent13 p.
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::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.lcshReinforced concrete construction--Earthquake effects
dc.subject.otherConcrete buildings
dc.subject.otherdisplacement-based-design
dc.subject.otherforce-based-design
dc.subject.otherhigh strength concrete
dc.subject.otherpushover analysis
dc.subject.otherseismic behavior
dc.subject.otherseismic design
dc.titleSeismic behavior of medium and high strength concrete buildings
dc.typeArticle
dc.subject.lemacDisseny antisísmic
dc.subject.lemacConstrucció en formigó armat -- Sismologia
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.2174/1874149501509010308
dc.relation.publisherversionhttp://benthamopen.com/ABSTRACT/TOCIEJ-9-308
dc.rights.accessOpen Access
local.identifier.drac16269683
dc.description.versionPostprint (published version)
local.citation.authorBairan, J.; Moreno, R.; Peguero, J.
local.citation.publicationNameThe open civil engineering journal
local.citation.volume9
local.citation.numberSuppl. 1, M9
local.citation.startingPage308
local.citation.endingPage320


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Attribution 3.0 Spain
Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution 3.0 Spain