JatsTech

2147-9364_2006_21_3and4

Selcuk University Journal of Engineering, Science & Technology

AN EXPERIMENTAL STUDY FOR ON THE BOND BEHAVIOR OF REINFORCING STEEL AND CONCRETE

Author: M.Sami DÖNDÜREN, M.Tolga ÇÖĞÜRCÜ, Mustafa ALTIN Publishing Date: 2006 E-ISSN: 2147-9364 Volume 21 Issue 3_4 ABSTRACT: In this study, bond behaviour between the concrete and the iron is investigated properties, 8 experiment samples are produced with links and 8 of experiment samples are produced without links.İron diameter used in links is Φ8 and diameters of the iron which goes through […]

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ŞANTİYE ŞARTLARINDA ÜRETİLMİŞ BETONARME KOLONLARIN, EKSENEL YÜK ETKİSİ ALTINDAKİ DAVRANIŞLARININ DENEYSEL OLARAK İNCELENMESİ

Author: Mustafa Tolga ÇÖĞÜRCÜ, Mahmut Sami DÖNDÜREN, Mustafa ALTIN Publishing Date: 2006 E-ISSN: 2147-9364 Volume 21 Issue 3_4 ABSTRACT: Bu çalışmada, şantiye şartlarında, standartlara uygun olarak üretilmiş beton ile standartlara uygun olarak üretilmemiş betondan imal edilen, eksenel yük etkisinde değişik geometri ve donatı özelliklerine sahip, aynı kesit alanlı kolonların yük taşıma kapasiteleri ve gerilme‐birim deformasyon ilişkisi araştırılmış ve sorgulanmıştır. Kullanılan deney

ŞANTİYE ŞARTLARINDA ÜRETİLMİŞ BETONARME KOLONLARIN, EKSENEL YÜK ETKİSİ ALTINDAKİ DAVRANIŞLARININ DENEYSEL OLARAK İNCELENMESİ Read More »

SIZE EFFECT FOR MOD‐I ELEMENT OF NORMAL STRENGTH CONCRETE

Author: Varol KOÇ Publishing Date: 2006 E-ISSN: 2147-9364 Volume 21 Issue 3_4 ABSTRACT: Mod‐I elements which produced from normal strength concrete are tested under eccentric compressive loads parallel to the cantilever axes. Loads are applied having eccentricties of e=c/5 and e=c/10 eccentric where c is cantilever width. Specimens are produced having t=30, 40 and 50 mm in constant thickness, three different

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FULL AUTOMATIC VECTORISATION BY USING DERIVATIVE BASE EDGE DETECTION

Author: Barış KOÇER, Ferruh YILDIZ Publishing Date: 2006 E-ISSN: 2147-9364 Volume 21 Issue 3_4 ABSTRACT: This study was conducted to vectorise close range, rectified building images. In this application, full automation was tried to perform, which other applications can’t perform. To provide this feature, “derivative base edge detection” algorithm was used. By using “derivative base edge detection” algorithm, no additional parameter

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DETERMINING STRUCTURAL VARIATION IN ARTIFICIAL MODEL ROCK MATERIAL BY ELECTRICAL CONDUCTIVITY METHOD

Author: Niyazi BİLİM, İhsan ÖZKAN Publishing Date: 2006 E-ISSN: 2147-9364 Volume 21 Issue 3_4 ABSTRACT: In this study, it is purposed to determine easily and without any damage the structural features of rock materials by using electrical conductivity methods. Therefore, it is decided that homogeneous artificial rock materials are studied with electrical conductivity method. Gas concrete material was chosen as synthetic

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