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https://hdl.handle.net/20.500.14365/1548
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DC Field | Value | Language |
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dc.contributor.author | Egilmez, O. Ozgur | - |
dc.contributor.author | Vardaroglu, Mustafa | - |
dc.contributor.author | Akbaba, Andac | - |
dc.date.accessioned | 2023-06-16T14:18:43Z | - |
dc.date.available | 2023-06-16T14:18:43Z | - |
dc.date.issued | 2017 | - |
dc.identifier.issn | 0733-9445 | - |
dc.identifier.issn | 1943-541X | - |
dc.identifier.uri | https://doi.org/10.1061/(ASCE)ST.1943-541X.0001706 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14365/1548 | - |
dc.description.abstract | Light-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.iso | en | en_US |
dc.publisher | Asce-Amer Soc Civil Engineers | en_US |
dc.relation.ispartof | Journal of Structural Engıneerıng | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Shear diaphragms | en_US |
dc.subject | Steel beams | en_US |
dc.subject | Bracing | en_US |
dc.subject | Strength requirements | en_US |
dc.subject | Construction | en_US |
dc.subject | Deck Forms | en_US |
dc.subject | Stiffness | en_US |
dc.subject | Behavior | en_US |
dc.title | Strength Requirements for Shear Diaphragms Used for Stability Bracing of Steel Beams | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.1061/(ASCE)ST.1943-541X.0001706 | - |
dc.identifier.scopus | 2-s2.0-85015820566 | en_US |
dc.department | İzmir Ekonomi Üniversitesi | en_US |
dc.authorid | Eğilmez, Oğuz/0000-0003-2395-1098 | - |
dc.authorid | Vardaroglu, Mustafa/0000-0003-0429-4969 | - |
dc.authorwosid | Eğilmez, Oğuz/AAW-1822-2020 | - |
dc.authorscopusid | 6508123429 | - |
dc.authorscopusid | 56369284100 | - |
dc.authorscopusid | 56369332500 | - |
dc.identifier.volume | 143 | en_US |
dc.identifier.issue | 4 | en_US |
dc.identifier.wos | WOS:000398577900018 | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.identifier.scopusquality | Q1 | - |
dc.identifier.wosquality | Q2 | - |
item.grantfulltext | reserved | - |
item.openairetype | Article | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.fulltext | With Fulltext | - |
item.languageiso639-1 | en | - |
item.cerifentitytype | Publications | - |
crisitem.author.dept | 05.03. 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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1548.pdf Restricted Access | 851.49 kB | Adobe PDF | View/Open Request a copy |
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