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Please use this identifier to cite or link to this item: https://hdl.handle.net/1959.11/15718
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dc.contributor.authorHadigheh, Seyed Alien
dc.contributor.authorMahini, Seyed Saeeden
dc.contributor.authorMaheri, Mahmoud Rezaen
dc.date.accessioned2014-09-23T08:59:00Z-
dc.date.issued2014-
dc.identifier.citationJournal of Earthquake Engineering, 18(8), p. 1171-1197en
dc.identifier.issn1559-808Xen
dc.identifier.issn1363-2469en
dc.identifier.urihttps://hdl.handle.net/1959.11/15718-
dc.description.abstractAlthough a significant number of studies have been conducted on the behavior of the reinforced concrete beam-column joints retrofitted with FRP materials, limited investigation considered the overall 10 seismic behavior of the retrofitted frames. In this article, experimental and numerical studies are performed on a scaled-down eight-story and two full scaled low-rise ordinary moment resisting frames (OMRFs) retrofitted with FRP at the joints. Additional, rotational stiffness of the joints is implemented into pushover models to predict seismic performance and behavior factor of the retrofitted frames. Results indicate that FRP retrofitting is more effective than steel braces for low- and medium-rise 15 OMRFs.en
dc.languageenen
dc.publisherTaylor & Francisen
dc.relation.ispartofJournal of Earthquake Engineeringen
dc.titleSeismic Behavior of FRP-Retrofitted Reinforced Concrete Framesen
dc.typeJournal Articleen
dc.identifier.doi10.1080/13632469.2014.926301en
dc.subject.keywordsComposite and Hybrid Materialsen
dc.subject.keywordsEngineering Design Knowledgeen
dc.subject.keywordsEarthquake Engineeringen
local.contributor.firstnameSeyed Alien
local.contributor.firstnameSeyed Saeeden
local.contributor.firstnameMahmoud Rezaen
local.subject.for2008091202 Composite and Hybrid Materialsen
local.subject.for2008120402 Engineering Design Knowledgeen
local.subject.for2008090504 Earthquake Engineeringen
local.subject.seo2008870204 Residential Construction Designen
local.subject.seo2008870202 Commercial Construction Designen
local.subject.seo2008870301 Cement and Concrete Materialsen
local.profile.schoolSchool of Environmental and Rural Scienceen
local.profile.emailsmahini@une.edu.auen
local.output.categoryC1en
local.record.placeauen
local.record.institutionUniversity of New Englanden
local.identifier.epublicationsrecordune-20140804-16272en
local.publisher.placeUnited Kingdomen
local.format.startpage1171en
local.format.endpage1197en
local.peerreviewedYesen
local.identifier.volume18en
local.identifier.issue8en
local.contributor.lastnameHadighehen
local.contributor.lastnameMahinien
local.contributor.lastnameMaherien
dc.identifier.staffune-id:smahinien
local.profile.roleauthoren
local.profile.roleauthoren
local.profile.roleauthoren
local.identifier.unepublicationidune:15955en
local.identifier.handlehttps://hdl.handle.net/1959.11/15718en
dc.identifier.academiclevelAcademicen
local.title.maintitleSeismic Behavior of FRP-Retrofitted Reinforced Concrete Framesen
local.output.categorydescriptionC1 Refereed Article in a Scholarly Journalen
local.search.authorHadigheh, Seyed Alien
local.search.authorMahini, Seyed Saeeden
local.search.authorMaheri, Mahmoud Rezaen
local.uneassociationUnknownen
local.identifier.wosid000342307200001en
local.year.published2014en
local.subject.for2020401602 Composite and hybrid materialsen
local.subject.for2020401001 Engineering designen
local.subject.for2020400506 Earthquake engineeringen
local.subject.seo2020120205 Residential construction designen
local.subject.seo2020120202 Commercial construction designen
local.subject.seo2020120301 Cement and concrete materialsen
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