Narin Çelik Kirişlere Stabilite Desteği Sağlayan Kayma Diyaframlarının Rijitlik Gereklilikleri
| dc.contributor.author | Eğilmez, Oğuz Özgür | |
| dc.contributor.author | Akbaba, Andaç | |
| dc.contributor.author | Vardaroğlu, Mustafa | |
| dc.coverage.doi | 10.18400/tekderg.331522 | |
| dc.date.accessioned | 2020-07-18T03:35:08Z | |
| dc.date.available | 2020-07-18T03:35:08Z | |
| dc.date.issued | 2017 | |
| 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.identifier.doi | 10.18400/tekderg.331522 | en_US |
| dc.identifier.issn | 1300-3453 | |
| dc.identifier.issn | 0300-2721 | |
| dc.identifier.scopus | 2-s2.0-85064604986 | |
| 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.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 |
| dspace.entity.type | Publication | |
| gdc.author.institutional | Akbaba, Andaç | |
| gdc.author.institutional | Vardaroğlu, Mustafa | |
| gdc.bip.impulseclass | C5 | |
| gdc.bip.influenceclass | C5 | |
| gdc.bip.popularityclass | C5 | |
| gdc.coar.access | open access | |
| gdc.coar.type | text::journal::journal article | |
| gdc.collaboration.industrial | false | |
| gdc.description.department | İzmir Institute of Technology. Civil Engineering | en_US |
| gdc.description.endpage | 8128 | en_US |
| gdc.description.issue | 4 | en_US |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
| gdc.description.scopusquality | N/A | |
| gdc.description.startpage | 8105 | en_US |
| gdc.description.volume | 28 | en_US |
| gdc.description.wosquality | Q4 | |
| gdc.identifier.openalex | W2760263054 | |
| gdc.identifier.trdizinid | 247300 | |
| gdc.identifier.wos | WOS:000413523200004 | |
| gdc.index.type | WoS | |
| gdc.index.type | Scopus | |
| gdc.index.type | TR-Dizin | |
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| gdc.oaire.influence | 2.635068E-9 | |
| gdc.oaire.isgreen | true | |
| gdc.oaire.keywords | Kayma diyaframı | |
| gdc.oaire.keywords | Çelik I-kiriş | |
| gdc.oaire.keywords | Sürekli stabilite bağlantısı | |
| gdc.oaire.keywords | Minimum rijitlik gerekliliği | |
| gdc.oaire.popularity | 1.12126E-9 | |
| gdc.oaire.publicfunded | false | |
| gdc.oaire.sciencefields | 0211 other engineering and technologies | |
| gdc.oaire.sciencefields | 02 engineering and technology | |
| gdc.oaire.sciencefields | 0201 civil engineering | |
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