Strength Requirements for Shear Diaphragms Used for Stability Bracing of Steel Beams
| 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.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.identifier.doi | 10.1061/(ASCE)ST.1943-541X.0001706 | |
| dc.identifier.issn | 0733-9445 | |
| dc.identifier.issn | 1943-541X | |
| dc.identifier.scopus | 2-s2.0-85015820566 | |
| 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.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 |
| dspace.entity.type | Publication | |
| gdc.author.id | Eğilmez, Oğuz/0000-0003-2395-1098 | |
| gdc.author.id | Vardaroglu, Mustafa/0000-0003-0429-4969 | |
| gdc.author.scopusid | 6508123429 | |
| gdc.author.scopusid | 56369284100 | |
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| gdc.author.wosid | Eğilmez, Oğuz/AAW-1822-2020 | |
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| gdc.coar.access | metadata only access | |
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| gdc.collaboration.industrial | false | |
| gdc.description.department | İEÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü | en_US |
| gdc.description.departmenttemp | [Egilmez, O. Ozgur] Izmir Univ Econ, Dept Civil Engn, TR-35330 Izmir, Turkey; [Vardaroglu, Mustafa; Akbaba, Andac] Izmir Inst Technol, Dept Civil Engn, TR-35430 Izmir, Turkey | en_US |
| gdc.description.issue | 4 | en_US |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
| gdc.description.scopusquality | Q1 | |
| gdc.description.volume | 143 | en_US |
| gdc.description.wosquality | Q1 | |
| gdc.identifier.openalex | W2555673493 | |
| gdc.identifier.wos | WOS:000398577900018 | |
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| gdc.oaire.keywords | Strength requirements | |
| gdc.oaire.keywords | Shear diaphragms | |
| gdc.oaire.keywords | Bracing | |
| gdc.oaire.keywords | Steel beams | |
| gdc.oaire.keywords | Construction | |
| gdc.oaire.popularity | 1.041861E-9 | |
| gdc.oaire.publicfunded | false | |
| gdc.oaire.sciencefields | 02 engineering and technology | |
| gdc.oaire.sciencefields | 0201 civil engineering | |
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| gdc.scopus.citedcount | 3 | |
| gdc.virtual.author | Eği̇lmez, Oğuz Özgür | |
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