| An experimental study on reinforced concrete partially infilled frames Ö Anil, S Altin Engineering Structures 29 (3), 449-460, 2007 | 215 | 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 | 181 | 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 | 127 | 2005 |
| 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 | 117 | 2018 |
| 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 | 76 | 2008 |
| 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 | 73 | 2016 |
| Low-velocity impact behaviour of two way RC slab strengthening with CFRP strips T Yılmaz, N Kıraç, Ö Anil, RT Erdem, C Sezer Construction and Building Materials 186, 1046-1063, 2018 | 64 | 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 | 63 | 2008 |
| 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 | 62 | 2013 |
| 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 | 62 | 2013 |
| Low velocity impact behavior of RC slabs with different support types Ö Anil, E Kantar, MC Yilmaz Construction and Building Materials 93, 1078-1088, 2015 | 59 | 2015 |
| Self-sensing of flexural damage in large-scale steel-reinforced mortar beams MH Sarwary, G Yıldırım, A Al-Dahawi, Ö Anıl, KA Khiavi, K Toklu, ... ACI Materials Journal 116 (4), 209-221, 2019 | 56 | 2019 |
| 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 | 56 | 2014 |
| Effect of opening size and location on punching shear behaviour of two-way RC slabs Ö Anil, T Kina, V Salmani Magazine of concrete research 66 (18), 955-966, 2014 | 56 | 2014 |
| 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 | 55 | 2006 |
| 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 | 51 | 2015 |
| 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 | 50 | 2010 |
| 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 | 46 | 2010 |
| Effect of corrosion on shear behavior of reinforced engineered cementitious composite beams M Sahmaran, Ö Anil, M Lachemi, G Yildirim, A Ashour, F Acar ACI structural journal 112 (6), 2015 | 45 | 2015 |
| Experimental investigation of impact behaviour of RC slab with different reinforcement ratios T Yılmaz, N Kıraç, Ö Anil, RT Erdem, G Kaçaran KSCE Journal of Civil Engineering 24 (1), 241-254, 2020 | 44 | 2020 |
