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dc.contributor.advisorAşkar, Gülay
dc.contributor.authorEmre, Tevfik Muhteşem
dc.date.accessioned2020-12-04T12:00:10Z
dc.date.available2020-12-04T12:00:10Z
dc.date.submitted1991
dc.date.issued2018-08-06
dc.identifier.urihttps://acikbilim.yok.gov.tr/handle/20.500.12812/82048
dc.description.abstractÖZET Bu çalışmada, N ve K tipi çapraz bağlantıların değişik eksantirisiteler ile yapı üzerindeki etkileri incelenmiştir. Onbir adet çapraz bağlantılı ve bir adet çapraz bağlantısız referans çerçeve iteratif yöntemle boyutlandırılmıştır. Çerçeveler önce Elastik Hesap Yöntemi ile, daha sonrada gruplarının en ekonomikleri Plastik Hesap Yöntemi ile yeniden boyutlan dırılmıştır.
dc.description.abstractIV ABSTRACT In this study, the effect of eccentricities for N and K type bracing systems on the frame design is investigated. An iterative analysis is carried out in member design for eleven braced and one unbraced reference frame. In the first part of the study each braced frame, is de signed using the allowable Stress Method and then, one frame from each group ( Concentric, Eccentric K and N) is selected as having the least weight. Further reduction in weight is achieved by the Plastic Design and the results are evaluateden_US
dc.languageEnglish
dc.language.isoen
dc.rightsinfo:eu-repo/semantics/embargoedAccess
dc.rightsAttribution 4.0 United Statestr_TR
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.subjectİnşaat Mühendisliğitr_TR
dc.subjectCivil Engineeringen_US
dc.titleA Comparison on N and K type bracing system in multi-story steel-frame design
dc.typemasterThesis
dc.date.updated2018-08-06
dc.contributor.departmentDiğer
dc.subject.ytmPlastic calculation method
dc.subject.ytmFrame
dc.subject.ytmDimensioning
dc.subject.ytmElastic computation method
dc.identifier.yokid15757
dc.publisher.instituteFen Bilimleri Enstitüsü
dc.publisher.universityBOĞAZİÇİ ÜNİVERSİTESİ
dc.identifier.thesisid15757
dc.description.pages126
dc.publisher.disciplineDiğer


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