Browsing by Author "Seçkin, Edip"
Now showing items 1-20 of 21
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A Learning by Doing Approach in Teaching the Fundamentals of the Structural Desing of Trusses
(2014 Jan)This paper reports the findings of a study, conducted with second year students of civil engineering enrolled in the course of Engineering Mechanics at the Civil Engineering Department of Istanbul Kultur University, ... -
Behavior and design of stainless steel tubular member welded end connections
(Techno-Press, Po Box 33, Yuseong, Daejeon 305-600, South Korea, 2014-09)Among the various alternatives to make a steel tubular member connection, making a slotted and gusset plate welded connection is one of the most frequently preferred alternatives. This type of connection is essentially an ... -
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 ... -
Çelik levha perdeli yapı sisteminin levha kalınlığına bağlı olarak incelenmesi
(İstanbul Kültür Üniversitesi / Fen Bilimleri Enstitüsü / İnşaat Mühendisliği Anabilim Dalı, 2004-09)Bu çalışmanın amacı, özellikle çelik yapılarda kullanılan çelik levhalı perde sistemlerinin levha kalınlığının sistemdeki etkileri ve davranışını saptamaktır. Çalışmada Kanada Çelik Standardına göre bazı parametreler ele ... -
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 ... -
investigation Of The Behavior Of Gusset Plate Welded Slotted Stainless Steel Tubular Members Under Axial Tension
(Crc Press-Taylor & Francis Group, 6000 Broken Sound Parkway Nw, Ste 300, Boca Raton, Fl 33487-2742 USA, 2012-09)In this paper, an experimental study on the behaviour of slotted end tubular member tension connections in stainless steel is presented. The failure of slotted end tension connections is mostly governed by fracture near ... -
Kapalı kesit paslanmaz çelik çekme elemanları kaynaklı uç birleşimlerinin davranış ve tasarımı
(İstanbul Kültür Üniversitesi / Fen Bilimleri Enstitüsü / İnşaat Mühendisliği Anabilim Dalı / Yapı Bilim Dalı, 2012-12)Kapalı kesit çelik profillerin, yarıklı ve guse plakasına kaynaklı uç bağlantıları eleman uç birleşimleri arasında en sık tercih edilen alternatiflerden birisidir. Bu tür uç birleşimi, esasen profilde uzunlamasına açılmış ... -
Snow induced collapse of hail protection canopies
(Pergamon-Elsevier Science Ltd, The Boulevard, Langford Lane, Kidlington, Oxford Ox5 1Gb, England, 2017-09)This paper addresses the snow induced collapse of hail protection canopies of a major car dealership in Istanbul, Turkey. Each of them with different plan dimensions has been built to provide an enclosed space of over ... -
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 ... -
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 ... -
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 ... -
Sustainable and Earthquake Resistant Structural Systems
(Crc Press-Taylor & Francis Group, 6000 Broken Sound Parkway Nw, Ste 300, Boca Raton, Fl 33487-2742 Usa, 2010)Sustainable design, which is one of the most important considerations in any structural design project nowadays, implies many factors such as environmental friendliness, energy competence, functionality, adaptability and ... -
Transverse Load Carrying Capacity Of Sinusoidally Corrugated Steel Web Beams With Web Openings
(Techno-Press, Po Box 33, Yuseong, Daejeon 305-600, South Korea, 2010-02)The present paper presents a Study on the behavior and design of corrugated web steel beams with and without web openings. In the literature, the web opening problem in steel beams was dealt with mostly for steel beams) ...
