Investigating the performance of the "l" type frame construction corner junctions exposed to the inclining moment

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dc.authorscopusid23969345700
dc.authorscopusid55516187800
dc.contributor.authorÖzgan, Ercan
dc.contributor.authorKap, Tuncay
dc.date.accessioned2024-09-25T19:43:58Z
dc.date.available2024-09-25T19:43:58Z
dc.date.issued2008
dc.departmentAbant İzzet Baysal Üniversitesien_US
dc.description.abstractIn this study, the performances of the corner joints prepared using by plain mortise, hidden mortise and constructional joint techniques and made from yellow pine (Pinus Sylvestris Lipsky), fire tire (Abies Nordmanniana), Chenust (Castanea Sativa Mill.) and cedar wood (Cedrus Libani A. Rich.) were investigated under the inclining moment effects. For this purpose, totally 160 unit frame construction corner junction models were prepared. It was determined after the tests that, when the yellow pine materials were used (Pinus Sylvestris Lipsky), the highest average composed inclining pressure resistance occurred with plain mortise and the lowest average pressure resistance occurred with hidden mortise in fire tire (Abies Nordmanniana) on the junctions. When dowel was used in the corner joints it was observed that the pressure resistance, under the inclining moment, increased about 3% at plain mortise and increased 9% at hidden mortis in yellow pine. The pressure resistance, under the inclining moment, decreased about 20,3% at plain mortise and decreased about 8,9% at hidden mortis in fire tree, chestnut tree. The pressure resistance, under the inclining moment, increased about 6,6% at plain mortise and decreased about 10,4% at hidden mortis in the chestnut tree. The pressure resistance, under the inclining moment, decreased about 2,4% at plain mortise and increased about 19,5% at hidden mortis in the cedar wood.en_US
dc.identifier.endpage394en_US
dc.identifier.issn1300-1884
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-47549106318en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage385en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12491/12555
dc.identifier.volume23en_US
dc.indekslendigikaynakScopusen_US
dc.language.isotren_US
dc.relation.ispartofJournal of the Faculty of Engineering and Architecture of Gazi Universityen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmzYK_20240925en_US
dc.subjectDowelen_US
dc.subjectIncline momenten_US
dc.subjectMortise jointsen_US
dc.subjectWooden_US
dc.titleInvestigating the performance of the "l" type frame construction corner junctions exposed to the inclining momenten_US
dc.title.alternativeE?i?lme momenti?ne maruz çerçeve konstrüksi?yonlu "l" ti?pi? koce bi?rleş ti?rmelerín performanslarinin i?ncelenmesi?]en_US
dc.typeArticleen_US

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