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Gövde Boşluklu İnce Cidarlı Çelik C Profil Elemanların Dayanımı
(2009)
Bu çalışma kapsamında, soğukta şekil verilmiş ince cidarlı kenarları rijitleştirilmiş çelik C kesit elemanların eğilme etkisi altında davranış ları ilgili tasarım standardında(Amerikan AISI-2007) verilen kurallar çerçevesinde ...
Strength of Slotted Stainless Steel Tubular Member Tension Connections
(2010)
In the present study, shear lag induced failure of slotted end tension connections is considered for circular hollow section members in stainless steel. The failure of slotted end tension connections is mostly governed by ...
Çelik Levha Perdeli Çerçeve Sistemlerde Levha Narinliğinin Davranış Üzerine Etkisi
(2006)
Çok katlı çelik çerçeveli yapılarda yatay karakterli yüklerin taşıtılması için kullanılan yöntemlerden en bilinenleri çelik çaprazlı çerçeveler, kolon-kiriş birleşimlerinin moment aktaracak şekilde tasarlandığı rijit ...
Sustainable and earthquake resistant structural systems
(2010)
Sustainable design, which is one of the most important considerations in anystructural design project nowadays, implies many factors such as environmental friendliness,energy competence, functionality, adaptability and ...
Strength of sinusoidally corrugated web beams with web openings
(2007)
Creating openings in the webs of steel I-section beams has been a common method of incorporating services within the floor–ceiling zone of buildings. In the literature, the web opening problem was dealt with only for steel ...
Experimental behaviour and failure of beam-column joints with plain bars, low-strength concrete and different anchorage details
(2020-01)
In framed structures, both steel and reinforced concrete, beam-column joints play a very crucial role in terms of seismic resistance. Under the effects of high lateral seismic loads, beam-column joints are subjected to ...