(0) Etkisiz | (1) En Düşük | (2) Düşük | (3) Orta | (4) İyi | (5) Çok İyi |
---|---|---|---|---|---|
0 | 1 | 2 | 3 | 4 | 5 |
Zorunlu Dersler | ||||||||||||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Dersin Adi | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | T | % |
SEMINAR | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
QUALIFYING EXAMINATION | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 5 | 5 | 3 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 5 | 5 | 5 | 126 | 61,76 |
THESIS ADVICE | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 3 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 5 | 5 | 5 | 126 | 61,76 |
DISSERTATION | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 5 | 5 | 3 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 5 | 5 | 5 | 126 | 61,76 |
DISSERTATION | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 5 | 5 | 3 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 5 | 5 | 5 | 126 | 61,76 |
DISSERTATION | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 5 | 5 | 3 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 5 | 5 | 5 | 126 | 61,76 |
DISSERTATION | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 5 | 5 | 3 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 5 | 5 | 5 | 126 | 61,76 |
SCIENTIFIC RESEARCH TECHNIQUES AND PUBLICATION ETHICS | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
TOTAL | 30 | 30 | 30 | 30 | 30 | 30 | 30 | 30 | 30 | 30 | 23 | 30 | 30 | 30 | 30 | 19 | 30 | 30 | 30 | 30 | 24 | 30 | 30 | 30 | 30 | 30 | 756 | 370,59 |
Seçmeli Dersler | ||||||||||||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Dersin Adi | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | T | % |
NUMERICAL METHODS IN STRUCTURAL MECHANICS | 4 | 5 | 3 | 3 | 3 | 4 | 2 | 1 | 0 | 4 | 3 | 3 | 2 | 1 | 2 | 0 | 3 | 4 | 3 | 4 | 1 | 2 | 1 | 3 | 4 | 3 | 68 | 56,67 |
ADVANCED METHODS IN ASFALT ENGINEERING | 2 | 4 | 1 | 4 | 4 | 5 | 1 | 3 | 0 | 4 | 4 | 3 | 0 | 1 | 1 | 0 | 3 | 5 | 4 | 4 | 4 | 3 | 1 | 4 | 4 | 3 | 72 | 60 |
ARTIFICIAL NUERAL NETWORKS IN CIVIL ENGINEERING | 5 | 4 | 5 | 4 | 5 | 4 | 3 | 1 | 0 | 4 | 5 | 3 | 1 | 3 | 2 | 0 | 5 | 5 | 4 | 4 | 4 | 3 | 2 | 5 | 3 | 3 | 87 | 72,5 |
CONCEPT OF SUSTAINABILITY IN CIVIL ENGINEERING | 2 | 3 | 3 | 4 | 5 | 3 | 1 | 5 | 3 | 4 | 4 | 2 | 1 | 1 | 1 | 0 | 4 | 5 | 5 | 4 | 4 | 4 | 1 | 4 | 4 | 2 | 79 | 65,83 |
THEORY OF OPTIMIZATION | 5 | 4 | 5 | 4 | 5 | 1 | 4 | 4 | 0 | 4 | 4 | 4 | 2 | 1 | 2 | 0 | 5 | 4 | 4 | 5 | 4 | 3 | 1 | 4 | 4 | 3 | 86 | 71,67 |
RECOMMENDED CONCRETE | 5 | 4 | 4 | 4 | 4 | 5 | 3 | 4 | 1 | 5 | 4 | 2 | 1 | 1 | 1 | 0 | 4 | 4 | 4 | 4 | 3 | 3 | 1 | 4 | 4 | 3 | 82 | 68,33 |
ADVANCED PAVEMENT DESIGN | 4 | 4 | 3 | 3 | 4 | 5 | 3 | 5 | 0 | 2 | 3 | 3 | 1 | 2 | 2 | 0 | 4 | 4 | 4 | 4 | 4 | 3 | 1 | 3 | 4 | 3 | 78 | 65 |
STOCHASTIC METHODS | 3 | 4 | 4 | 4 | 4 | 2 | 4 | 1 | 1 | 4 | 3 | 3 | 1 | 2 | 3 | 1 | 4 | 5 | 3 | 4 | 2 | 3 | 1 | 4 | 4 | 3 | 77 | 64,17 |
BASIN HYDROLOGY | 1 | 4 | 3 | 4 | 4 | 3 | 4 | 5 | 2 | 4 | 3 | 3 | 1 | 0 | 3 | 0 | 5 | 5 | 4 | 4 | 3 | 3 | 1 | 4 | 4 | 3 | 80 | 66,67 |
FINITE ELEMENTS METHOD | 5 | 4 | 5 | 4 | 5 | 3 | 5 | 3 | 1 | 5 | 3 | 4 | 1 | 1 | 3 | 0 | 4 | 4 | 3 | 4 | 3 | 3 | 1 | 4 | 4 | 3 | 85 | 70,83 |
RETROFITTING OF REINFORCED CONCRETE STRUCTURES | 4 | 3 | 4 | 3 | 4 | 5 | 3 | 4 | 1 | 4 | 2 | 3 | 1 | 1 | 3 | 0 | 4 | 4 | 4 | 4 | 3 | 2 | 1 | 4 | 4 | 3 | 78 | 65 |
SOIL DYNAMIC | 4 | 4 | 3 | 4 | 4 | 5 | 4 | 5 | 1 | 4 | 3 | 3 | 1 | 1 | 2 | 0 | 4 | 3 | 4 | 4 | 3 | 3 | 1 | 4 | 4 | 3 | 81 | 67,5 |
WATER RESOURCES PLANNING | 5 | 3 | 2 | 3 | 2 | 5 | 5 | 4 | 3 | 4 | 5 | 3 | 5 | 5 | 2 | 5 | 4 | 4 | 4 | 5 | 5 | 5 | 5 | 4 | 5 | 5 | 107 | 89,17 |
ADVANCED NUMERICAL ANALYSIS METHODS IN CIVIL ENGINEERING | 4 | 4 | 4 | 4 | 5 | 1 | 4 | 2 | 1 | 5 | 3 | 4 | 1 | 1 | 3 | 0 | 5 | 4 | 4 | 4 | 1 | 2 | 1 | 4 | 3 | 3 | 77 | 64,17 |
CONCRETE DURABILITY | 1 | 2 | 2 | 3 | 2 | 5 | 3 | 3 | 0 | 4 | 3 | 1 | 1 | 1 | 1 | 1 | 2 | 4 | 5 | 5 | 2 | 3 | 2 | 4 | 4 | 3 | 67 | 55,83 |
STOCHASTIC METHODS | 3 | 4 | 4 | 4 | 4 | 2 | 4 | 1 | 1 | 4 | 3 | 3 | 1 | 2 | 3 | 1 | 4 | 5 | 3 | 4 | 2 | 3 | 1 | 4 | 4 | 3 | 77 | 64,17 |
MECHANICS OF COMPOSITE MATERIALS | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
FRACTURE MECHANICS | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
MICROMECHANICS AND HOMOGENIZATION METHODS | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
SUSTAINABLE CONCRETE MATERIALS | 1 | 2 | 3 | 3 | 3 | 4 | 4 | 5 | 3 | 2 | 3 | 4 | 2 | 3 | 4 | 1 | 2 | 4 | 3 | 4 | 3 | 2 | 1 | 3 | 2 | 3 | 74 | 61,67 |
TOTAL | 58 | 62 | 58 | 62 | 67 | 62 | 57 | 56 | 18 | 67 | 58 | 51 | 23 | 27 | 38 | 9 | 66 | 73 | 65 | 71 | 51 | 50 | 23 | 66 | 65 | 52 | 1355 | 1129,17 |