| 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 |
49,28 |
| ADVANCED SOIL 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 |
| 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 |
52,17 |
| 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 |
63,04 |
| 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 |
57,25 |
| 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 |
62,32 |
| 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 |
59,42 |
| 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 |
56,52 |
| 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 |
55,8 |
| 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 |
57,97 |
| 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 |
61,59 |
| 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 |
56,52 |
| 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 |
58,7 |
| ADVANCED STRUCTURE DYNAMICS |
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 |
| 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 |
77,54 |
| 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 |
55,8 |
| WATER POLLUTION AND CONTROL |
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 |
| 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 |
48,55 |
| 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 |
55,8 |
| 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 |
53,62 |
| 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 |
981,88 |