Administration

  Professor Ilker Fatih Kara
Profile
:
Department
:
Faculty of Engineering .
Business Address
:
.
Phone
:
+90 -324-3600001 .
Internal
:
17038 .
Fax
:
+90 -324-3610032 .
Alternative e-mail
:
Alternative e-mail
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Created
:
2017-07-20 15:58:03 .
Last Modification
:
2024-01-25 13:18:28 .
Researcher ID :
Scopus ID :
Orcid ID :
Scholar ID :
h-index :
20
Publons ID :
Point :

Degree Department/Program Institute Year
1998
2002
2007
Doctorate Thesis

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, .

Master Thesis

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
International - SCI/SCI-Expanded category 18000
2017
18. KARA, İ.; ASHOUR, A.; DÜNDAR, C. . STRUCTURAL ENGINEERING AND MECHANICS, 2017, 63, 669-681. 1000 + 0
10.12989/sem.2017.63.5.669

17. KARA, İ.; KÖROĞLU, M.; Ashour, A. . ACI STRUCTURAL JOURNAL, 2017, 114, 1201-1215. 1000 + 0
10.14359/51689784

2016
16. 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

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 + 5
http://dx.doi.org/10.1016/j.compositesb.2016.01.023


Times Cited: 1
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.; 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
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
http://dx.doi.org/10.1007/s00521-012-0999-x


Times Cited: 2
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, 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
4. 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
3. 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
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
National - Covered by ULAKBIM 2930
2023
15. VAPUR, İ.; KARA, İ.; AKIN, E. . NIGDE OMER HALISDEMIR UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI, 2023, 12, 1260-1270. 200 + 0
10.28948/ngmuh.1293147

14. KARA, İ.; AKKAŞ, Y. . NIGDE OMER HALISDEMIR UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI, 2023, 12, 230-248. 200 + 0
10.28948/ngmuh.1159150

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. 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
10. 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
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. 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
7. 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
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.; 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
1. 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
National - Other 100
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
National - publications.sections.8 100
2016
1. SEVERCAN, M.; KARA, İ.; AKÇAÖZOĞLU, K. . NIGDE UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI, 2016, 5, 135-147. 100 + 0
International - Full text - Oral 1770

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

National - Full text - Oral 300

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

National - Manager 200

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

National - Researcher 150

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

Supervised Master Theses 200

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

International
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.

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