Please use this identifier to cite or link to this item: http://hdl.handle.net/1942/30692
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dc.contributor.advisorDegee, Herve-
dc.contributor.authorDAS, Rajarshi-
dc.contributor.authorSTEENSELS, Rik-
dc.contributor.authorDRAGAN, Dan-
dc.contributor.authorVANDOREN, Bram-
dc.contributor.authorDEGEE, Herve-
dc.date.accessioned2020-03-06T10:51:55Z-
dc.date.available2020-03-06T10:51:55Z-
dc.date.issued2020-
dc.date.submitted2020-03-05T10:41:13Z-
dc.identifier.citationStructures, 23 , p. 111 -125-
dc.identifier.issn2352-0124-
dc.identifier.urihttp://hdl.handle.net/1942/30692-
dc.description.abstractSteel-concrete hybrid solutions with replaceable fuses as coupling elements and appropriately detailed com-posite connections have shown their efficiency to design safe and easily repairable earthquake-resisting struc-tures.Inthisgeneralframework,thebehaviorofapossiblesteeltoconcretecompositeconnectiontobeusedinarecently suggested Hybrid Coupled Wall (HCW) system, consisting of a reinforced concrete shear wall coupledwithsteelsidecolumnsviadissipativesteelshearlinks,isstudiedinthispaper.ThesteelshearlinksareboltedtoasteelprofileeitherpartlyembeddedorpassingthroughtheRCwall.Theconnectionzoneisdesignedinsuchawaythatthedamagealwaysoccursinthesteelshearlinks(fuses)priortoanydamageintheRCwallingeneralandintheconnectionzoneinparticular.Theemphasisliesthereforeonthecharacterizationofasuitable“steellink+embedded composite connection within the RC wall” configuration and on the evaluation of an appro-priate embedment length allowing the concentration of seismic damage to the replaceable steel links. To thispurpose, twojointconfigurations aredesigned basedon acapacity-basedapproach, namely“partlyembedded”and “completely passing through” steel beam, and are examined through detailed FE analyses. A parametricstudy is carriedout to provide sufficient insight into the system interms of strength,stiffness and local bearingstrength, in view of validating the proposed design procedure-
dc.language.isoen-
dc.publisherELSEVIER SCIENCE INC-
dc.rights2019 Institution of Structural Engineers. Published by Elsevier Ltd. All rights reserved.-
dc.subject.otherSteel and concrete hybrid connections-
dc.subject.otherEmbedment length-
dc.subject.otherEnergy dissipation-
dc.subject.otherSeismic-resistant structures-
dc.subject.otherEmbedded steel sections-
dc.titleCharacterization and optimization of a steel beam to RC wall connection for use in innovative hybrid coupled wall systems-
dc.typeJournal Contribution-
dc.identifier.epage125-
dc.identifier.spage111-
dc.identifier.volume23-
local.bibliographicCitation.jcatA1-
local.publisher.placeSTE 800, 230 PARK AVE, NEW YORK, NY 10169 USA-
local.type.refereedRefereed-
local.type.specifiedArticle-
dc.source.typeArticle-
dc.identifier.doi10.1016/j.istruc.2019.10.011-
dc.identifier.isiWOS:000516825800011-
local.provider.typeCrossRef-
local.uhasselt.uhpubyes-
item.contributorDAS, Rajarshi-
item.contributorSTEENSELS, Rik-
item.contributorDRAGAN, Dan-
item.contributorVANDOREN, Bram-
item.contributorDEGEE, Herve-
item.fullcitationDAS, Rajarshi; STEENSELS, Rik; DRAGAN, Dan; VANDOREN, Bram & DEGEE, Herve (2020) Characterization and optimization of a steel beam to RC wall connection for use in innovative hybrid coupled wall systems. In: Structures, 23 , p. 111 -125.-
item.accessRightsRestricted Access-
item.fulltextWith Fulltext-
item.validationecoom 2021-
crisitem.journal.issn2352-0124-
crisitem.journal.eissn2352-0124-
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