| Degree | Department/Program | Institute | Year |
| 1998 | |||
| 2002 | |||
| 2007 |
1. NONLINEAR ANALYSIS OF REINFORCED CONCRETE FRAMES CONSIDERING THE CRACKING EFFECTS, Supervisor: Dr. Cengiz Dündar, Çukurova University, Graduate School of Natural and Applied Sciences, Civil Engineering Department, Adana, Turkey, .
1. THREE DIMENSIONAL ANALYSIS OF REINFORCED CONCRETE FRAMES USING RIGID DIAPHRAGM MODEL WITH BEAMS IN A CRACKED STATE, Supervisor: Dr. Cengiz Dündar, Çukurova University, Graduate School of Natural and Applied Sciences, Civil Engineering Department, Adana, Turkey, .
| Title | Institute | Year |
| RES. ASST. | CUKUROVA UNIVERSITY | 1999-11-29 - 2007-08-15 |
| ASST. PROF. DR. | NIGDE OMER HALISDEMIR UNIVERSITY | 2008-01-21 - 2012-06-29 |
| ASSC. PROF. DR. | NIGDE OMERHALISDEMIR UNIVERSITY | 2012-11-28 - 2016-03-09 |
| ASSC. PROF. DR. | BURSA TECHNICAL UNIVERSITY | 2016-03-14 - 2017-11-20 |
| Title | Dutie | Institution/Other | Year |
| ASSC. PROF. DR. | HEAD OF DEPARTMENT | BURSA TECHNICAL UNIVERSITY- CIVIL ENGINEERING DEPARTMENT | 2016-08-31 - 2017-11-20 |
2016
15. Kara, I.; Ashour, A.; Köroğlu, M. Flexural performance of reinforced concrete beams strengthened with prestressed near-surface-mounted FRP reinforcements. COMPOSITE PART: B , 2016, 91, 371-383. 1000 + 5http://dx.doi.org/10.1016/j.compositesb.2016.01.023
Times Cited: 1
14. Kara, I. Flexural performance of FRP-reinforced concrete encased steel composite beams. STRUCTURAL ENGINEERING AND MECHANICS, 2016, 59, 775-793. 1000 + 0
2015
13. Kara, I.; Ashour, A.; Köroğlu, M. Flexural behavior of hybrid FRP/steel reinforced concrete beams. COMPOSITE STRUCTURES, 2015, 129, 111-121. 1000 + 75
Times Cited: 15
2014
12. Ashour, A.; Kara, I. Size effect on shear strength of FRP reinforced concrete beams. COMPOSITE PART: B ENGINEERING, 2014, 60, 612-620. 1000 + 25
Times Cited: 5
2013
11. Kara, I.; Ashour, A. Moment redistribution in continuous FRP reinforced concrete beams. CONSTRUCTION AND BUILDING MATERIALS, 2013, 49, 939-948. 1000 + 30
Times Cited: 6
10. Kara, I.; Ashour, A.; Dundar, C. Deflection of concrete structures reinforced with FRP bars. COMPOSITE PART: B ENGINEERING, 2013, 44, 375-384. 1000 + 95
Times Cited: 19
2012
9. Kara, I. Empirical modeling of shear strength of steel fiber reinforced concrete beams by gene expression programming. NEURAL COMPUTING AND APPLICATIONS, 2012, 23, 823-834. 1000 + 10
Times Cited: 2
8. Kara, I.; Ashour, A. Flexural performance of FRP reinforced concrete beams. COMPOSITE STRUCTURES, 2012, 94, 1616-1625. 1000 + 55
Times Cited: 11
7. Kara, Ä.; Dündar, C. Prediction of deflection of high strength steel fiber reinforced concrete beams and columns. COMPUTERS AND CONCRETE, 2012, 9, 133-151. 1000 + 0
2011
6. Kara, I. Prediction of shear strength of FRP-reinforced concrete beams without stirrups based on genetic programming. ADVANCES IN ENGINEERING SOFTWARE, 2011, 42, 295-304. 1000 + 125
Times Cited: 25
2010
5. Kara, I.; Dundar, C. Three-Dimensional Analysis of Tall Reinforced Concrete Buildings with Nonlinear Cracking Effects#. MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES, 2010, 38, 388-402. 1000 + 25
Times Cited: 5
2009
4. Kara, I.; Dundar, C. Prediction of deflection of reinforced concrete shear walls. ADVANCES IN ENGINEERING SOFTWARE, 2009, 40, 777-785. 1000 + 15
Times Cited: 3
3. Kara, I.; Dundar, C. Effect of loading types and reinforcement ratio on an effective moment of inertia and deflection of a reinforced concrete beam. ADVANCES IN ENGINEERING SOFTWARE, 2009, 40, 836-846. 1000 + 30
Times Cited: 6
2. Kara, Ä.; Dündar, C. Three dimensional analysis of reinforced concrete frames considering the cracking effect and geometric nonlinearity. STRUCTURAL ENGINEERING AND MATERIALS, 2009, 31, 163-180. 1000 + 0
2007
1. Dundar, C.; Kara, I. Three dimensional analysis of reinforced concrete frames with cracked beam and column elements. ENGINEERING STRUCTURES, 2007, 29, 2262-2273. 1000 + 50
Times Cited: 10
2016
11. Sarıdemir, M.; Kara, Ä. PREDICTION OF SPLITTING TENSILE STRENGTH OF FIBER REÄ°NFORCED CONCRETES CONTAINING SILICA FUME BY GEP. NIGDE OMER HALISDEMIR UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI, 2016, 5, 208-217. 200 + 0
10. Severcan, M.; Kara, Ä.; AkçaözoÄŸlu, K. EXPERIMENTAL INVESTIGATION OF DEFLECTIONS OF REINFORCED CONCRETE BEAMS WITH DIFFERENT REINFORCEMENT RATIOS AND LOADING TYPES. NIGDE OMER HALISDEMIR UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI, 2016, 5, 135-147. 200 + 0
9. Kara, Ä.; CullazoÄŸlu, F.; Severcan, M. SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS REINFORCED WITH TRANSVERSE AND LONGITUDINAL FRP BARS. NIGDE OMER HALISDEMIR UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI, 2016, 5, 157-167. 200 + 0
2008
8. Dündar, C.; özçete, F.; Kara, Ä. THREE DIMENSIONAL ANALYSIS OF REINFORCED CONCRETE FRAMES CONSIDERING THE CRACKING AND SECOND DEGREE EFFECTS. CUKUROVA UNIVERSITESI MUHENDISLIK.MIMARLIK FAKULTESI DERGISI, 2008, 23, 231-244. 200 + 0
7. Kara, Ä.; Dündar, C. INVESTIGATION OF THE CRACKING EFFECTS ON THE STIFFNESS OF SHEAR WALLS. CUKUROVA UNIVERSITESI MUHENDISLIK MIMARLIK FAKULTESI DERGISI, 2008, 23, 36-50. 200 + 0
6. Kara, Ä.; Dündar, C. EFFECT OF REINFORCEMENT RATIOS AND LOADING TYPES ON THE EFFECTIVE MOMENT OF INERTIA OF A REINFORCED CONCRETE BEAM. CUKUROVA UNIVERSITESI MUHENDISLIK MIMARLIK FAKULTESI DERGISI, 2008, 23, 51-65. 200 + 0
2007
5. Kara, Ä.; Dündar, C. THREE DIMENSIONAL ANALYSIS OF REINFORCED CONCRETE FRAMES THREE DIMENSIONAL ANALYSIS OF REINFORCED CONCRETE FRAMES THREE DIMENSIONAL ANALYSIS OF REINFORCED CONCRETE FRAMES USING RIGID DIAPHRAGM MODEL WITH BEAMS AND COLUMNS IN A CRACKED STATE CRACKED STATE. CUKUROVA UNIVERSITESI MUHENDISLIK MIMARLIK FAKULTESI DERGISI, 2007, 22, 63-77. 200 + 0
4. Kara, Ä.; Dündar, C. THREE DIMENSIONAL ANALYSIS OF REINFORCED CONCRETE THREE DIMENSIONAL ANALYSIS OF REINFORCED CONCRETESTRUCTURES CONSIDERING THE CRACKING AND SECOND ORDER EFFECT EFFECT. CUKUROVA UNIVERSITESI MUHENDISLIK MIMARLIK FAKULTESI DERGISI, 2007, 22, 79-91. 200 + 0
2006
3. Dündar, C.; Kara, Ä.; Dilmaç, B. A STUDY ON THE LIMITATION OF STORY DRIFTS USED IN TURKISH EARTHQUAKE CODE 98. CUKUROVA UNIVERSITESI MUHENDISLIK MIMARLIK FAKULTESI DERGISI, 2006, 21, 99-112. 200 + 0
2005
2. Dündar, C.; Tokgöz, S.; Baran, T.; Kara, Ä. TESTS ON REINFORCED CONCRETE COLUMNS UNDER BIAXIAL BENDING AND AXIAL LOAD. CUKUROVA UNIVERSITESI MUHENDISLIK MIMARLIK FAKULTESI DERGISI, 2005, 20, 53-65. 130 + 0
1. Dündar, C.; Kara, Ä.; Tanrıkulu, A. Three Dimensional analysis of structures using effective stiffness models. CUKUROVA UNIVERSITESI MUHENDISLIK MIMARLIK FAKULTESI DERGISI, 2005, 20, 67-80. 200 + 0
2013
1. Pourhosseın, P.; Dündar, C.; Kara, Ä. Prediction of deflections of high strength steel fiber reinforced concrete beams and columns. CUKUROVA UNIVERSITESI FEN VE MUHENDISLIK BILIMLERI DERGISI, 2013, 29, 109-118. 100 + 0
9. Sarıdemir, M.; Kara, Ä°.; Severcan, M.; Deneme, Ä°., Modelling of Compressive Strength of Steel Fiber Reinforced Concrete with Silica Fume by Gene Expressing Programme’. 2nd Conference on Civil and Environmental Engineering (ICOCEE), 2017-05-08, 2017-07-10, NevÅŸehir, Turkey, 2017. 170
8. Kara, Ä°.; Sinani, B., Prediction of Punching Shear Capacity of Two-Ways FRP Reinforced Concrete Slabs. 5th UBT Annual International Conference on Business, Technology and Innovation (Civil Engineering, Infrastructure and Environment), 2016-10-28, 2016-10-30, Durres, Albania, 2016. 200
7. Kara, Ä°.; Ashour, A., Flexural behaviour of Ultra-High-Performance Fiber-Reinforced Concrete Beams Reinforced with FRP and Steel Rebars. 12th International Congress on Advances in Civil Engineering, 2016-09-21, 2016-09-23, Ä°stanbul, Turkey, 2016. 200
6. Ashour, A.; Kara, Ä°., Shear Capacity of FRP Reinforced Concrete Beams. 11th International Symposium on Fiber Reinforced Polymer for Reinforced Concrete Structures, 2013-06-26, 2013-06-28, Guimarães, Portugal, 2013. 200
5. Severcan, M.; Sarıdemir, M.; Kara, Ä°., Uçucu Kül Ä°çeren Betonların Basınç Dayanımının Genetik Programlama ile Tahmini. International Science and Technology Conference (ISTEC 2010, 2010-10-27, 2010-10-29, Famagusta, TRNC, 2010. 200
4. Dündar, C.; Kara, İ., 3-D Analysis of R/C Frames Using . 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures, Design, Assessment and Retrofittig of RC Structures (Framcos-6), 2007-06-17, 2007-06-22, Catania, Italy, 2007. 200
3. Dündar, C.; Kara, Ä°.; Tanrıkulu, A., Geometrik Nonlineerlik ve Çatlamaların Etkisi Göz Önüne Alınarak Yapıların Üç Boyutlu Analiz. 7th International Congress on Advances in Civil Engineering (ACE 2006), 2006-10-11, 2006-10-13, Ä°stanbul, Turkey, 2006. 200
2. Dündar, C.; Kara, İ.; Tanrıkulu, A., Nonlinear Analysis of Reinforced Concrete Structures. Annual Proceedings of Technical University in Varna, 2004-10-07, 2004-10-09, Varna, Bulgaria, 2004. 200
1. Dündar, C.; Kara, Ä°.; Tanrıkulu, A., Yapıların KiriÅŸlerdeki Çatlama Göz Önüne Alınarak Rijit Diyafram Modeli ile Üç Boyutlu Analiz. ECAS2002 International Syposium on Structural and Earthquake Engineering, 2002-10-14, 2002-10-14, Ankara, Turkmenistan, 2002. 200
3. Dündar, C.; Kara, Ä°.; Tanrıkulu, A., KiriÅŸlerde ve Kolonlarda OluÅŸan Çatlamalar Göz Önüne Alınarak Yapıların Rijit Diyafram Modeli ile Üç Boyutlu Analizi. Türkiye Ä°nÅŸaat MühendisliÄŸi 17. Teknik Kongre ve Sergisi, 2004-04-15, 2004-04-17, Ä°stanbul, Turkey, 2004. 100
2. Dündar, C.; Kara, Ä°.; Tanrıkulu, A., KiriÅŸlerde ve Kolonlarda OluÅŸan Çatlamalar Göz Önüne Alınarak Yapıların Ä°ki Boyutlu Analizi. GümüÅŸhane ve Yöresinin Kalkınması Sempozyumu, 2002-10-23, 2002-10-25, GümüÅŸhane, Turkey, 2002. 100
1. Dündar, C.; Kara, Ä°.; Tanrıkulu, A., KiriÅŸlerdeki Çatlamalar Göz Önüne Alınarak Çerçevelerin Üç Boyutlu Analizi. Türkiye Ä°nÅŸaat MühendisliÄŸi 16. Teknik Kongre ve Sergisi, 2001-11-01, 2001-11-03, Ankara, Turkey, 2001. 100
1. DEVELOPMENT OF APPLIED ENGINEERING INFRASTRUCTURE FOR CIVIL ENGINEERING DEPARTMENT, BAP, Project Number: 2019-3-AP5-3828, 70000 TL, Manager, Continue... 100
2. An Investigation on the Geomechanical Properties of Cohesive Soils Improved by Synthetic Fiber Additives, BAP, Project Number: 2019-3-AP4-3775, 29530 TL, Researcher, Continue... 50
1. INVESTIGATION OF THE EFFECT OF DIFFERENT REINFORCEMENT RATIO AND LOADING TYPES ON AN EFFECTIVE MOMENT OF INERTIA AND DEFLECTION OF A REINFORCED CONCRETE BEAM, BAP, Project Number: FEB 2011/14 , 9000 TL, Researcher, 2015,Completed. 50
1. Fatih CullazoÄŸlu, ANALYSIS OF FLEXURAL AND SHEAR BEHAVIOUR OF FRP-REINFORCED CONCRETE BEAMS, Graduate School of Natural and Applied Sciences, NiÄŸde University, Completed. 200
1. University of Bradford, School of Engineering , 2014-09-17 - 2015-08-03, Bradford, England / United Kingdom.
2. University of Bradford, School of Engineering , 2011-03-14 - 2012-01-06, Bradford, England / United Kingdom.
| Term | C.Code | Course | Faculty/College/Institute | Department/Program | T-A-C |
| Fall | Ä°NÅž 307 | Structural Analysis I | Faculty of Engineering | Civil Engineering | 4-0-4 |
| Fall | Ä°NÅž 305 | Reinforced Concrete I | Faculty of Engineering | Civil Engineering | 4-0-4 |
| Fall | SEM YL | Seminar | Institute of Science | Institute of Science | 0-0-0 |
| Fall | Ä°NÅž 502 | Advanced Structural Analysis | Institute of Science | Department of Civil Engineerin... | 3-0-3 |
| Fall | Ä°NÅž 802 | Special Topics In Civil Engineering | Institute of Science | Department of Civil Engineerin... | 4-0-0 |
| Fall | Ä°NÅž 801 | Special Topics In Civil Engineering | Institute of Science | Department of Civil Engineerin... | 4-0-0 |
| Term | C.Code | Course | Faculty/College/Institute | Department/Program | T-A-C |
| Spring | Ä°NÅž 320 | Reinforced Concrete II | Faculty of Engineering | Civil Engineering | 4-0-4 |
| Spring | Ä°NÅž 322 | Structural Analysis II | Faculty of Engineering | Civil Engineering | 4-0-4 |
| Spring | Ä°NÅž 420 | Final Thesis | Faculty of Engineering | Civil Engineering | 0-2-1 |
| Spring | Ä°NÅž 524 | Structural Dynamics | Institute of Science | Department of Civil Engineerin... | 3-0-3 |
| Spring | SEM YL | Seminar | Institute of Science | Institute of Science | 0-0-0 |
| Spring | Ä°NÅž 801 | Special Topics In Civil Engineering | Institute of Science | Department of Civil Engineerin... | 4-0-0 |
| Spring | Ä°NÅž 802 | Special Topics In Civil Engineering | Institute of Science | Department of Civil Engineerin... | 4-0-0 |
| Fall | Ä°NÅž 305 | Reinforced Concrete I | Faculty of Engineering | Civil Engineering | 4-0-4 |
| Fall | Ä°NÅž 307 | Structural Analysis I | Faculty of Engineering | Civil Engineering | 4-0-4 |
| Fall | Ä°NÅž 801 | Special Topics In Civil Engineering | Institute of Science | Department of Civil Engineerin... | 4-0-0 |
| Fall | SEM YL | Seminar | Institute of Science | Institute of Science | 0-0-0 |
| Fall | Ä°NÅž 502 | Advanced Structural Analysis | Institute of Science | Department of Civil Engineerin... | 3-0-3 |
| Fall | Ä°NÅž 802 | Special Topics In Civil Engineering | Institute of Science | Department of Civil Engineerin... | 4-0-0 |
| Term | C.Code | Course | Faculty/College/Institute | Department/Program | T-A-C |
| Spring | Ä°NÅž 420 | Final Thesis | Faculty of Engineering | Civil Engineering | 0-2-1 |
| Spring | Ä°NÅž 322 | Structural Analysis II | Faculty of Engineering | Civil Engineering | 4-0-4 |
| Spring | Ä°NÅž 320 | Reinforced Concrete II | Faculty of Engineering | Civil Engineering | 4-0-4 |
| Spring | Ä°NÅž 801 | Special Topics In Civil Engineering | Institute of Science | Department of Civil Engineerin... | 4-0-0 |
| Spring | Ä°NÅž 802 | Special Topics In Civil Engineering | Institute of Science | Department of Civil Engineerin... | 4-0-0 |
