Investigation of buckled truss bars of a space truss roof system
ENGINEERING FAILURE ANALYSIS, Vol. 106, No. null, Aralık 2019, ISSN: 1350-6307
VATANSEVER CÜNEYT
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Optimised mould design for tensile test bars
13th International Materials Symposium, 1 Ekim 2010
TAN ENGIN, DIŞPINAR DERYA, SYVERTSEN FREDDY
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A Method to Analyze Asynchronous Machines With Broken Rotor Bars
20th International Symposium on Power Electronics, Electrical Drives, Automation and Motion - SPEEDAM 2010
ÜSTÜN ÖZGÜR
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The initial values method for buckling of nonlocal bars with application innanotechnology
EUROPEAN JOURNALOF MECHANICS A-SOLIDS, Eylül 2008
ARTAN REHA,TEPE MAKARACI AYŞEGÜL
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Monotonic and cyclic bond behavior of deformed CFRP bars in high strength concrete
SMAR2015, 7 Eylül 2015
AKBAŞ TUNÇ TİBET,ÇELİK OĞUZ CEM,YALÇIN MEHMET CEM,İLKİ ALPER
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Free vibration of composite re-bars in reinforced structures
Journal of Sound and Vibration, Vol. 287, No. 4-5, Kasım 2005, s. 1013-1026, ISSN: 0022460X
KADIOĞLU FETHİ
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The Effect of Lap Splice Length on the Cyclic Lateral Load Behavior of RC Members with Low-Strength Concrete and Plain Bars
Advances in Structural Engineering, Vol. 17, No. 5, 2014, s. 639-658
GOKSU CAGLAR,YİLMAZ HAKAN,CHOWDHURY SR,ORAKÇAL KUTAY,İLKİ ALPER
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Seismic behavior of reinforced concrete columns with corroded deformed reinforcing bars
ACI Structural Journal, Vol. 113, No. 5, 2016, s. 1053-1064
GOKSU CAGLAR,İLKİ ALPER
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The effect of corrosion on bond mechanism between extremely low strength concrete and plain reinforcing bars
ASCE Journal of Performance of Constructed Facilities, Vol. 30, No. 3, 2016
GÖKSU ÇAĞLAR,İNCİ PİNAR,İLKİ ALPER
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Seismic resistance and mechanical behaviour of exterior beam column joints with crossed inclined bars
Structural Engineering and Mechanics, DAEJEON/GÜNEY KORE, Vol. 16, No. 4, Ekim 2003, s. 493-517, ISSN: 1225-4568
GÜNDEŞ BAKIR PELİN
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Behavior of Deficient Joints with Plain Bars and Low Strength Concrete
ACI STRUCTURAL JOURNAL, Vol. 107, No. 3, Ocak 2010, s. 300-310
BEDİRHANOĞLU İDRİS,İLKİ ALPER,PUJOL SANTİAGO,KUMBASAR NAHİT
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Monotonic and cyclic bond behavior of deformed CFRP bars in high strength concrete
Polymers, Vol. 8, No. 6, Haziran 2016
AKBAŞ TUNÇ TİBET,ÇELİK OĞUZ CEM,YALÇIN MEHMET CEM,İLKİ ALPER
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Behavior of FRP Retrofitted Joints Built with Plain Bars and Low Strength Concrete
Journal of Composites for Construction, Vol. 15, No. 3, Haziran 2011, s. 312-326, ISSN: 1090-0268
İLKİ ALPER,BEDİRHANOĞLU İDRİS,KUMBASAR NAHİT
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Application of Nonlocal Bars in Tension to Nanotechnology
J. Comput. Theor. Nanosci. 6,, Kasım 2009
ARTAN REHA,TEPE MAKARACI AYŞEGÜL
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Dynamic analysis of helicoidal bars with non circular cross sections via mixed FEM
Structural Engineering and Mechanics, Vol. 57, No. 2, Ocak 2016, s. 221-238, ISSN: 1225-4568
ERATLI NİHAL,YILMAZ MURAT,DARILMAZ KUTLU,OMURTAG MEHMET HAKKI
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Static and dynamic analysis of non circular helicoidal bars with cruciform cross sections via mixed FEM
The 2016 World Congress on Advances in Civil, Environmental, and Materials Research - ACEM16/Structures16, Jeju Adası/GÜNEY KORE, 28 Ağustos 2016
ERMİŞ MERVE,YILMAZ MURAT,ERATLI NİHAL,OMURTAG MEHMET HAKKI
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The Solution of Torsion Problem for the Bars with Irregular Cross Sections by Boundary Element Method
International Journal of Mechanics and Applications, 2014, ISSN: 2330-023X
TÜRKEN HAKAN,KADIOĞLU NECLA,ATAOĞLU ŞENOL
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Free vibration analysis of helicoidal bars with thin walled circular tube cross section via mixed finite element method
Sigma Journal of Engineering and Natural Sciences, Vol. 33, No. 2, 2015, s. 200-218, ISSN: 1304-7191
ERATLI NİHAL,ERMİŞ MERVE,OMURTAG MEHMET HAKKI
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Dynamic analysis of helicoidal bars with non circular cross sections via mixed FEM
Structural Engineering and Mechanics, Vol. 57, No. 2, Ocak 2016, s. 221-238, ISSN: 1225-4568
ERATLI NİHAL,YILMAZ MURAT,DARILMAZ KUTLU,OMURTAG MEHMET HAKKI
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Investigation on Cyclic Deformation Behaivour of Reinforced Steel Bars
11th. International Conference on Fracture, No. 0, 20 Mart 2005, s. 775
BAYDOĞAN MURAT, UYSAL ABDÜLKADİR, KAYALI EYÜP SABRİ, ÇİMENOĞLU HÜSEYİN
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