Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14365/2367
Full metadata record
DC FieldValueLanguage
dc.contributor.authorEği̇lmez, Oğuz Özgür-
dc.contributor.authorAkbaba, Andac-
dc.contributor.authorVardaroglu, Mustafa-
dc.date.accessioned2023-06-16T14:40:30Z-
dc.date.available2023-06-16T14:40:30Z-
dc.date.issued2017-
dc.identifier.issn1300-3453-
dc.identifier.urihttps://doi.org/10.18400/tekderg.331522-
dc.identifier.urihttps://hdl.handle.net/20.500.14365/2367-
dc.description.abstractThe buckling resistance of steel I-beams can be increased by providing lateral bracing along the length of the beams by either cross-frames or diaphragms. Metal sheeting that is often used in steel buildings and bridge constructions to support the fresh concrete, acts like a shear diaphragm and provides continuous bracing to steel beams. An adequate bracing system must possess sufficient stiffness and strength. A computational study was conducted to investigate stiffness requirements of shear diaphragms used to brace slender steel I-beams. Both double and single symmetrical axis sections were studied. Beams that are braced by cross-frames in addition to diaphragms have also been investigated. Stiffness requirements have been proposed for shear diaphragms used to brace slender steel I-beams.en_US
dc.language.isotren_US
dc.publisherTurkish Chamber Civil Engineersen_US
dc.relation.ispartofTeknık Dergıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectShear diaphragmen_US
dc.subjectsteel beamen_US
dc.subjectcontinuous bracingen_US
dc.subjectstiffness requirementsen_US
dc.subjectMetal Deck Formsen_US
dc.subjectBridge I-Girdersen_US
dc.subjectStrengthen_US
dc.subjectDesignen_US
dc.subjectBehavioren_US
dc.titleStiffness Requirements for Shear Diaphragms Used for Stability Bracing of Slender Steel Beamsen_US
dc.title.alternativeNarin Çelik Kirişlere stabilite Desteği sağlayan kayma diyaframlarının Rijitlik Gerekliliklerien_US
dc.typeArticleen_US
dc.identifier.doi10.18400/tekderg.331522-
dc.identifier.scopus2-s2.0-85064604986en_US
dc.departmentİzmir Ekonomi Üniversitesien_US
dc.authoridEğilmez, Oğuz/0000-0003-2395-1098-
dc.authorwosidEğilmez, Oğuz/AAW-1822-2020-
dc.authorscopusid6508123429-
dc.authorscopusid56369332500-
dc.authorscopusid56369284100-
dc.identifier.volume28en_US
dc.identifier.issue4en_US
dc.identifier.startpage8105en_US
dc.identifier.endpage8128en_US
dc.identifier.wosWOS:000413523200004en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopusqualityN/A-
dc.identifier.wosqualityQ4-
item.grantfulltextembargo_20300101-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.languageiso639-1tr-
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
Files in This Item:
File SizeFormat 
10.18400-tekderg.331522-346381.pdf
  Until 2030-01-01		688.97 kBAdobe PDFView/Open    Request a copy
Show simple item record



CORE Recommender

Page view(s)

94
checked on Nov 18, 2024

Download(s)

6
checked on Nov 18, 2024

Google ScholarTM

Check




Altmetric


Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.