Academic Staff
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 |
PROFESSOR | MERSIN UNIVERSITY | 2017-11-28 - Continue |
Title | Dutie | Institution/Other | Year |
2023-06-08 - 2026-06-08 | |||
2021-07-29 - 2024-07-29 | |||
2021-06-22 - 2024-06-22 | |||
PROF. DR. | DEAN | MERSIN UNIVERSITY ENGINEERING FACULTY | 2019-04-30 - 2023-04-30 |
ASSC. PROF. DR. | HEAD OF DEPARTMENT | BURSA TECHNICAL UNIVERSITY- CIVIL ENGINEERING DEPARTMENT | 2016-08-31 - 2017-11-20 |
2017
18. KARA, İ.; KÖROĞLU, M.; Ashour, A. . ACI STRUCTURAL JOURNAL, 2017, 114, 1201-1215. 1000 + 0 10.14359/51689784
17. KARA, İ.; ASHOUR, A.; DÜNDAR, C. . STRUCTURAL ENGINEERING AND MECHANICS, 2017, 63, 669-681. 1000 + 0 10.12989/sem.2017.63.5.669
2016
16. 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 + 5 http://dx.doi.org/10.1016/j.compositesb.2016.01.023
Times Cited: 1
15. Kara, I. Flexural performance of FRP-reinforced concrete encased steel composite beams. STRUCTURAL ENGINEERING AND MECHANICS, 2016, 59, 775-793. 1000 + 0 http://dx.doi.org/10.12989/sem.2016.59.4.775
2015
14. Kara, I.; Ashour, A.; Köroğlu, M. Flexural behavior of hybrid FRP/steel reinforced concrete beams. COMPOSITE STRUCTURES, 2015, 129, 111-121. 1000 + 75 http://dx.doi.org/10.1016/j.compstruct.2015.03.073
Times Cited: 15
2014
13. Ashour, A.; Kara, I. Size effect on shear strength of FRP reinforced concrete beams. COMPOSITE PART: B ENGINEERING, 2014, 60, 612-620. 1000 + 25 http://dx.doi.org/10.1016/j.compositesb.2013.12.002
Times Cited: 5
2013
12. Kara, I.; Ashour, A. Moment redistribution in continuous FRP reinforced concrete beams. CONSTRUCTION AND BUILDING MATERIALS, 2013, 49, 939-948. 1000 + 30 http://dx.doi.org/10.1016/j.conbuildmat.2013.03.094
Times Cited: 6
11. Kara, I.; Ashour, A.; Dundar, C. Deflection of concrete structures reinforced with FRP bars. COMPOSITE PART: B ENGINEERING, 2013, 44, 375-384. 1000 + 95 http://dx.doi.org/10.1016/j.compositesb.2012.04.061
Times Cited: 19
2012
10. 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 http://dx.doi.org/10.1007/s00521-012-0999-x
Times Cited: 2
9. Kara, I.; Ashour, A. Flexural performance of FRP reinforced concrete beams. COMPOSITE STRUCTURES, 2012, 94, 1616-1625. 1000 + 55 http://dx.doi.org/10.1016/j.compstruct.2011.12.012
Times Cited: 11
8. Kara, İ.; 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
7. 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 http://dx.doi.org/10.1016/j.advengsoft.2011.02.002
Times Cited: 25
2010
6. 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 http://dx.doi.org/10.1080/15397734.2010.483551
Times Cited: 5
2009
5. Kara, I.; Dundar, C. Prediction of deflection of reinforced concrete shear walls. ADVANCES IN ENGINEERING SOFTWARE, 2009, 40, 777-785. 1000 + 15 http://dx.doi.org/10.1016/j.advengsoft.2009.02.002
Times Cited: 3
4. Kara, İ.; 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
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 http://dx.doi.org/10.1016/j.advengsoft.2009.01.009
Times Cited: 6
2. KARA, İ.; DÜNDAR, C. . STRUCTURAL ENGINEERING AND MECHANICS, 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 http://dx.doi.org/10.1016/j.engstruct.2006.11.018
Times Cited: 10
2023
15. KARA, İ.; AKKAŞ, Y. . NIGDE OMER HALISDEMIR UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI, 2023, 12, 230-248. 200 + 0 10.28948/ngmuh.1159150
14. VAPUR, İ.; KARA, İ.; AKIN, E. . NIGDE OMER HALISDEMIR UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI, 2023, 12, 1260-1270. 200 + 0 10.28948/ngmuh.1293147
2019
13. KARA, İ.; Ashour, A.; BİLİM, C. . TURKISH JOURNAL OF ENGINEERING, 2019, 3, 206-217. 200 + 0
2018
12. BİLİM, C.; KARA, İ. . NIGDE OMER HALISDEMIR UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI, 2018, 7, 751-. 200 + 0 10.28948/ngumuh.444775
2016
11. Severcan, M.; Kara, İ.; Akçaözoğlu, 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
10. Sarıdemir, M.; Kara, İ. PREDICTION OF SPLITTING TENSILE STRENGTH OF FIBER REİNFORCED CONCRETES CONTAINING SILICA FUME BY GEP. NIGDE OMER HALISDEMIR UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI, 2016, 5, 208-217. 200 + 0
9. Kara, İ.; Cullazoğlu, 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, İ. 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, İ.; 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
6. Kara, İ.; 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
2007
5. Kara, İ.; 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, İ.; 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, İ.; 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.; Kara, İ.; Tanrıkulu, A. Three Dimensional analysis of structures using effective stiffness models. CUKUROVA UNIVERSITESI MUHENDISLIK MIMARLIK FAKULTESI DERGISI, 2005, 20, 67-80. 200 + 0
1. Dündar, C.; Tokgöz, S.; Baran, T.; Kara, İ. TESTS ON REINFORCED CONCRETE COLUMNS UNDER BIAXIAL BENDING AND AXIAL LOAD. CUKUROVA UNIVERSITESI MUHENDISLIK MIMARLIK FAKULTESI DERGISI, 2005, 20, 53-65. 130 + 0
2013
1. POURHOSSEIN, P.; Dündar, C.; Kara, İ. 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
2016
1. SEVERCAN, M.; KARA, İ.; AKÇAÖZOĞLU, K. . NIGDE UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI, 2016, 5, 135-147. 100 + 0
9. Sarıdemir, M.; Kara, İ.; Severcan, M.; Deneme, İ., 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, Nevşehir, Turkey, 2017. 170
8. Kara, İ.; 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, İ.; 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, İstanbul, Turkey, 2016. 200
6. Ashour, A.; Kara, İ., 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, İ., Uçucu Kül İçeren 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, İ.; 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, İstanbul, 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, İ.; Tanrıkulu, A., Yapıların Kirişlerdeki 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, İ.; Tanrıkulu, A., Kirişlerde ve Kolonlarda Oluşan Çatlamalar Göz Önüne Alınarak Yapıların Rijit Diyafram Modeli ile Üç Boyutlu Analizi. Türkiye İnşaat Mühendisliği 17. Teknik Kongre ve Sergisi, 2004-04-15, 2004-04-17, İstanbul, Turkey, 2004. 100
2. Dündar, C.; Kara, İ.; Tanrıkulu, A., Kirişlerde ve Kolonlarda Oluşan Çatlamalar Göz Önüne Alınarak Yapıların İki Boyutlu Analizi. Gümüşhane ve Yöresinin Kalkınması Sempozyumu, 2002-10-23, 2002-10-25, Gümüşhane, Turkey, 2002. 100
1. Dündar, C.; Kara, İ.; Tanrıkulu, A., Kirişlerdeki Çatlamalar Göz Önüne Alınarak Çerçevelerin Üç Boyutlu Analizi. Türkiye İnşaat Mühendisliği 16. Teknik Kongre ve Sergisi, 2001-11-01, 2001-11-03, Ankara, Turkey, 2001. 100
2. Flexural Behavior of Ultra High Performance Fiber Reinforced Concrete Beams Reinforced with BFRP and GFRP Bars, BAP, Project Number: 2021-1-AP4-4385, 28420 TL, Manager, Continue... 100
1. DEVELOPMENT OF APPLIED ENGINEERING INFRASTRUCTURE FOR CIVIL ENGINEERING DEPARTMENT, BAP, Project Number: 2019-3-AP5-3828, 70000 TL, Manager, Continue... 100
3. 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
2. Strengthening of The Education And Research Infrastructure In Terms of The Evaluation of Earthquake Resistant Building Design and The Resistance Performances for Existing Buildings against Earthquake, BAP, Project Number: 2023-1-AP5-4784, 1600000 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 Cullazoğlu, ANALYSIS OF FLEXURAL AND SHEAR BEHAVIOUR OF FRP-REINFORCED CONCRETE BEAMS, Graduate School of Natural and Applied Sciences, Niğde 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.