INVESTIGATING THE PERFORMANCE OF THE "L" TYPE FRAME CONSTRUCTION CORNER JUNCTIONS EXPOSED TO THE INCLINING MOMENT
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Dosyalar
Tarih
2008
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Gazi Univ, Fac Engineering Architecture
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
In 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.
Açıklama
WOS: 000273012500015
Anahtar Kelimeler
Wood, mortise joints, dowel, incline moment
Kaynak
Journal Of The Faculty Of Engineering And Architecture Of Gazi University
WoS Q Değeri
N/A
Scopus Q Değeri
Cilt
23
Sayı
2
