
| Course Code | : MCE510 |
| Course Type | : Area Elective |
| Couse Group | : Second Cycle (Master's Degree) |
| Education Language | : English |
| Work Placement | : N/A |
| Theory | : 3 |
| Prt. | : 0 |
| Credit | : 3 |
| Lab | : 0 |
| ECTS | : 8 |
Providing an understanding over advanced topics in reinforced concrete structures.
Behavior of Reinforced Concrete Sections (Moment-curvature relationship, N-M interaction diagram), Torsion (Equilibrium torsion, compatibility torsion), Punching, Combined Axial Load and Biaxial Bending, Capacity Design, Seismic Design Principles for Reinforced Concrete Structures, Effect of Infill Walls in Lateral Response.
| Assoc. Prof. Mehmet Eren UZ |
| 1. | He/She can understand the general behavior of reinforced concrete sections |
| 2. | He/She can understand the response of reinforced concrete members subjected to torsional moments |
| 3. | He/She can comprehend the punching problem |
| 4. | He/She can understand the response of reinforced concrete members under combined axial load and biaxial bending |
| 5. | He/She can have an understanding over the capacity design |
| 6. | He/She can understand the principles for seismic design of reinforced concrete structures |
| 7. | He/She can understand the possible effects of infill walls in lateral response of reinforced concrete structures |
| 1. | U. Ersoy, G. Özcebe and T. Tankut, Reinforced Concrete, METU Press, 2008. |
| 2. | R. Park and T. Paulay, Reinforced Concrete Structures, John Wiley & Sons, 1975 |
| 3. | E. G. Nawy, Reinforced Concrete : A Fundamental Approach, Pearson Prentice Hall, 6th Edition 2005. |
| Type of Assessment | Count | Percent |
|---|---|---|
| Midterm Examination | 1 | %25 |
| Final Examination | 1 | %35 |
| Assignment | 5 | %15 |
| Project | 1 | %25 |
| Activities | Count | Preparation | Time | Total Work Load (hours) |
|---|---|---|---|---|
| Lecture - Theory | 14 | 5 | 3 | 112 |
| Assignment | 5 | 8 | 0 | 40 |
| Project | 1 | 16 | 0 | 16 |
| Midterm Examination | 1 | 15 | 2 | 17 |
| Final Examination | 1 | 12 | 3 | 15 |
| TOTAL WORKLOAD (hours) | 200 | |||
PÇ-1 | PÇ-2 | PÇ-3 | PÇ-4 | PÇ-5 | PÇ-6 | PÇ-7 | PÇ-8 | PÇ-9 | PÇ-10 | PÇ-11 | PÇ-12 | PÇ-13 | |
OÇ-1 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 |
OÇ-2 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 |
OÇ-3 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 |
OÇ-4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 |
OÇ-5 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 |
OÇ-6 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 |
OÇ-7 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 |