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Hysteretic Behaviour of Composite Reduced Web Section (RWS) Connections for Seismic Applications

dc.contributor.authorAlmutairi, FF
dc.contributor.authorTsavdaridis, KD
dc.contributor.authorAlonso Rodriguez, A
dc.contributor.authorAsteris, PG
dc.contributor.authorLemonis, ME
dc.date.accessioned2023-05-04T10:45:33Z
dc.date.issued2023-05-01
dc.date.updated2023-05-04T09:38:42Z
dc.description.abstractWhilst there has been research about reduced web section beams; RWS, their seismic behaviour when they are overlaid by slabs is not well understood. This study addresses this by assessing a high-definition finite element representation of non-seismically detailed RWS connections with slabs. The composite action is investigated, focusing on effects of the size and location of the web openings. These connections can reach a 4% interstorey drift, thus comprising special moment frames in accordance with AISC 341. Moreover, beam, column, and joint tearing were avoided entirely, and at the most, brittle failure of bolts in the end plate was observed.en_GB
dc.description.sponsorshipEconomic and Social Research Council (ESRC)en_GB
dc.format.extent1-36
dc.identifier.citationPublished online 1 May 2023en_GB
dc.identifier.doihttps://doi.org/10.1080/13632469.2023.2204172
dc.identifier.grantnumberES/T003537/1en_GB
dc.identifier.urihttp://hdl.handle.net/10871/133078
dc.language.isoenen_GB
dc.publisherTaylor & Francisen_GB
dc.rights© 2023 The Author(s). Published with license by Taylor & Francis Group, LLC. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.en_GB
dc.subjectSteel seismic designen_GB
dc.subjectreduced web section connectionen_GB
dc.subjectseismic retrofit of steel structuresen_GB
dc.subjectcapacity designen_GB
dc.titleHysteretic Behaviour of Composite Reduced Web Section (RWS) Connections for Seismic Applicationsen_GB
dc.typeArticleen_GB
dc.date.available2023-05-04T10:45:33Z
dc.identifier.issn1363-2469
dc.descriptionThis is the final version. Available on open access from Taylor & Francis via the DOI in this recorden_GB
dc.identifier.eissn1559-808X
dc.identifier.journalJournal of Earthquake Engineeringen_GB
dc.relation.ispartofJournal of Earthquake Engineering
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/en_GB
dcterms.dateAccepted2023-04-11
rioxxterms.versionVoRen_GB
rioxxterms.licenseref.startdate2023-05-01
rioxxterms.typeJournal Article/Reviewen_GB
refterms.dateFCD2023-05-04T10:43:21Z
refterms.versionFCDVoR
refterms.dateFOA2023-05-04T10:45:35Z
refterms.panelBen_GB
refterms.dateFirstOnline2023-05-01


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© 2023 The Author(s). Published with license by Taylor & Francis Group, LLC. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Except where otherwise noted, this item's licence is described as © 2023 The Author(s). Published with license by Taylor & Francis Group, LLC. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.