Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14365/1548
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dc.contributor.authorEgilmez, O. Ozgur-
dc.contributor.authorVardaroglu, Mustafa-
dc.contributor.authorAkbaba, Andac-
dc.date.accessioned2023-06-16T14:18:43Z-
dc.date.available2023-06-16T14:18:43Z-
dc.date.issued2017-
dc.identifier.issn0733-9445-
dc.identifier.issn1943-541X-
dc.identifier.urihttps://doi.org/10.1061/(ASCE)ST.1943-541X.0001706-
dc.identifier.urihttps://hdl.handle.net/20.500.14365/1548-
dc.description.abstractLight-gauge metal sheeting is often used in steel building and bridge industries as concrete deck formwork. Besides providing support to the fresh concrete, the sheeting acts as a shear diaphragm and provides continuous lateral bracing to the top flanges of the beams to which they are attached. An adequate stability-bracing system must possess sufficient stiffness and strength to control deformations and brace forces. Strength requirements for shear diaphragms are currently not well established. A computational study was conducted to develop strength requirements for shear diaphragms bracing simply supported steel beams. Both end-fastener and sidelap-fastener connections were modeled in the study. To the best of the authors' knowledge, this is the first study to quantify the stability-induced forces in sidelap fasteners. The effects of deck width and number of end and sidelap fasteners on brace forces were investigated. Expressions were developed to estimate the stability-induced brace forces in end-fastener and sidelap-fastener connections. (C) 2016 American Society of Civil Engineers.en_US
dc.language.isoenen_US
dc.publisherAsce-Amer Soc Civil Engineersen_US
dc.relation.ispartofJournal of Structural Engıneerıngen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectShear diaphragmsen_US
dc.subjectSteel beamsen_US
dc.subjectBracingen_US
dc.subjectStrength requirementsen_US
dc.subjectConstructionen_US
dc.subjectDeck Formsen_US
dc.subjectStiffnessen_US
dc.subjectBehavioren_US
dc.titleStrength Requirements for Shear Diaphragms Used for Stability Bracing of Steel Beamsen_US
dc.typeArticleen_US
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0001706-
dc.identifier.scopus2-s2.0-85015820566en_US
dc.departmentİzmir Ekonomi Üniversitesien_US
dc.authoridEğilmez, Oğuz/0000-0003-2395-1098-
dc.authoridVardaroglu, Mustafa/0000-0003-0429-4969-
dc.authorwosidEğilmez, Oğuz/AAW-1822-2020-
dc.authorscopusid6508123429-
dc.authorscopusid56369284100-
dc.authorscopusid56369332500-
dc.identifier.volume143en_US
dc.identifier.issue4en_US
dc.identifier.wosWOS:000398577900018en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopusqualityQ1-
dc.identifier.wosqualityQ2-
item.grantfulltextreserved-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
crisitem.author.dept05.03. Civil Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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