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https://hdl.handle.net/11147/7801
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Eğilmez, Oğuz Özgür | - |
dc.contributor.author | Akbaba, Andaç | - |
dc.contributor.author | Vardaroğlu, Mustafa | - |
dc.date.accessioned | 2020-07-18T03:35:08Z | - |
dc.date.available | 2020-07-18T03:35:08Z | - |
dc.date.issued | 2017 | - |
dc.identifier.issn | 1300-3453 | - |
dc.identifier.issn | 0300-2721 | - |
dc.identifier.uri | https://doi.org/10.18400/tekderg.331522 | - |
dc.identifier.uri | https://hdl.handle.net/11147/7801 | - |
dc.identifier.uri | https://search.trdizin.gov.tr/yayin/detay/247300 | - |
dc.description.abstract | The 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. © 2017 Turkish Chamber of Civil Engineers.All right reserved. | en_US |
dc.language.iso | tr | en_US |
dc.publisher | Turkish Chamber of Civil Engineers | en_US |
dc.relation.ispartof | Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | Continuous bracing | en_US |
dc.subject | Shear diaphragm | en_US |
dc.subject | Steel beam | en_US |
dc.subject | Stiffness requirements | en_US |
dc.title | Narin çelik kirişlere stabilite desteği sağlayan kayma diyaframlarının rijitlik gereklilikleri | en_US |
dc.title.alternative | Stiffness requirements for shear diaphragms used for stability bracing of slender steel beams | en_US |
dc.type | Article | en_US |
dc.institutionauthor | Akbaba, Andaç | - |
dc.institutionauthor | Vardaroğlu, Mustafa | - |
dc.department | İzmir Institute of Technology. Civil Engineering | en_US |
dc.identifier.volume | 28 | en_US |
dc.identifier.issue | 4 | en_US |
dc.identifier.startpage | 8105 | en_US |
dc.identifier.endpage | 8128 | en_US |
dc.identifier.wos | WOS:000413523200004 | en_US |
dc.identifier.scopus | 2-s2.0-85064604986 | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.identifier.doi | 10.18400/tekderg.331522 | - |
dc.relation.doi | 10.18400/tekderg.331522 | en_US |
dc.coverage.doi | 10.18400/tekderg.331522 | en_US |
dc.identifier.trdizinid | 247300 | en_US |
dc.identifier.wosquality | Q4 | - |
dc.identifier.scopusquality | N/A | - |
item.fulltext | With Fulltext | - |
item.languageiso639-1 | tr | - |
item.cerifentitytype | Publications | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.grantfulltext | open | - |
item.openairetype | Article | - |
crisitem.author.dept | 03.03. Department of Civil Engineering | - |
Appears in Collections: | Civil Engineering / İnşaat Mühendisliği Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection TR Dizin İndeksli Yayınlar / TR Dizin Indexed Publications Collection WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection |
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File | Size | Format | |
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10.18400-tekderg.331522-346381.pdf | 688.97 kB | Adobe PDF | View/Open |
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