ozgur anil
ozgur anil
Prof. Dr.
Verified email at gazi.edu.tr
Cited by
Cited by
An experimental study on reinforced concrete partially infilled frames
Ö Anil, S Altin
Engineering Structures 29 (3), 449-460, 2007
An experimental study on strengthening of masonry infilled RC frames using diagonal CFRP strips
S Altin, Ö Anil, ME Kara, M Kaya
Composites Part B: Engineering 39 (4), 680-693, 2008
Improving shear capacity of existing RC beams using external bonding of steel plates
S Altin, Ö Anil, ME Kara
Engineering structures 27 (5), 781-791, 2005
Strengthening of RC nonductile frames with RC infills: An experimental study
S Altin, Ö Anil, ME Kara
Cement and Concrete Composites 30 (7), 612-621, 2008
Piezoresistive behavior of CF-and CNT-based reinforced concrete beams subjected to static flexural loading: shear failure investigation
G Yıldırım, MH Sarwary, A Al-Dahawi, O Öztürk, Ö Anıl, M Şahmaran
Construction and Building Materials 168, 266-279, 2018
Strengthening of RC T-section beams with low strength concrete using CFRP composites subjected to cyclic load
Ö Anil
Construction and Building Materials 22 (12), 2355-2368, 2008
Improving shear capacity of RC T-beams using CFRP composites subjected to cyclic load
Ö Anil
Cement and Concrete Composites 28 (7), 638-649, 2006
Strengthening of one way RC slab with opening using CFRP strips
Ö Anil, N Kaya, O Arslan
Construction and Building Materials 48, 883-893, 2013
Out-of-plane behavior of unreinforced masonry brick walls strengthened with CFRP strips
Ö Anil, M Tatayoğlu, M Demirhan
Construction and Building Materials 35, 614-624, 2012
Strengthening masonry infill walls with reinforced plaster
S Altın, Ö Anıl, Y Kopraman, Ç Belgin
Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2010
Experimental and numerical investigation of reinforced concrete beams with variable material properties under impact loading
Ö Anil, C Durucan, RT Erdem, MA Yorgancilar
Construction and Building Materials 125, 94-104, 2016
Effect of Corrosion on Shear Behavior of Reinforced Engineered Cementitious Composite Beams.
M Sahmaran, O Anil, M Lachemi, G Yildirim, AF Ashour, F Acar
ACI structural journal 112 (6), 2015
The effect of corrosion on shear behavior of reinforced self-consolidating concrete beams
M Lachemi, N Al-Bayati, M Sahmaran, O Anil
Engineering structures 79, 1-12, 2014
Hysteretic behavior of RC shear walls strengthened with CFRP strips
S Altin, Ö Anil, Y Kopraman, ME Kara
Composites Part B: Engineering 44 (1), 321-329, 2013
Improving shear capacity and ductility of shear-deficient RC beams using CFRP strips
S Altin, Ö Anil, Y Kopraman, Ç Mertoğlu, ME Kara
Journal of reinforced plastics and composites 29 (19), 2975-2991, 2010
Low velocity impact behavior of concrete beam strengthened with CFRP strip
E Kantar, O Anil
Steel and Composite Structures 12 (3), 207-230, 2012
Improving the impact behavior of pipes using geofoam layer for protection
Ö Anil, RT Erdem, E Kantar
International Journal of Pressure Vessels and Piping 132, 52-64, 2015
Effect of opening size and location on the punching shear behavior of interior slab–column connections strengthened with CFRP strips
C Durucan, Ö Anil
Engineering Structures 105, 22-36, 2015
Anchorages effects on CFRP-to-concrete bond strength
Ö Anil, ÇM Belgin
Journal of reinforced plastics and composites 29 (4), 539-557, 2010
Impact resistance of deflection‐hardening fiber reinforced concretes with different mixture parameters
QS Banyhussan, G Yıldırım, Ö Anıl, RT Erdem, A Ashour, M Şahmaran
Structural Concrete 20 (3), 1036-1050, 2019
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