
| Course Code | : CE435 |
| Course Type | : Area Elective |
| Couse Group | : First Cycle (Bachelor's Degree) |
| Education Language | : English |
| Work Placement | : N/A |
| Theory | : 3 |
| Prt. | : 0 |
| Credit | : 3 |
| Lab | : 0 |
| ECTS | : 5 |
Structural concepts and vocabulary about high rise structures. Dynamic characteristics of high rise structures. Structural design approaches in existing documents.
Introduction to the reinforced concrete high-rise buildings, Load carrying systems in high-rise building, Basic provisions of TBEC 2018 for high rise buildings, Vertical structural systems, Horizontal structural systems, Design loads in high-rise buildings, Second order effects, Ductility concept and realization on the high rise buildings, Torsional effects and other irregularities of the high rise buildings, Structural dynamics- single degree of freedom systems, Structural dynamics- multiple degree of freedom systems, Modal analysis, Modal combination, Soil–foundation–superstructure interaction.
| 1. | To understand behavior of high rise structures. |
| 2. | To understand dynamic characteristics of structures. |
| 3. | To be aware of structural design approaches in existing documents. |
| 4. | Understand the importance of ductility concept related to seismic design code of Turkey. |
| 5. | To be able to determine the secondary effects in the structures. |
| 1. | Prof. Adnan Çakıroğlu,Prof. Enver Çetmeli, Structural Analysis, Vol. I and II |
| 2. | Prof. Dr. Uğur ERSOY, Prof. Dr. GÜNEY ÖZCEBE, Betonarme, Evrim, 2001. |
| 3. | Z. Hasgür, A. N. Gündüz, Betonarme Çok Katlı Yapılar, Beta Dağıtım, 1996. |
| Type of Assessment | Count | Percent |
|---|---|---|
| Midterm Examination | 1 | %40 |
| Final Examination | 1 | %60 |
| Activities | Count | Preparation | Time | Total Work Load (hours) |
|---|---|---|---|---|
| Lecture - Theory | 14 | 1 | 3 | 56 |
| Assignment | 1 | 0 | 19 | 19 |
| Individual Work | 13 | 0 | 2 | 26 |
| Midterm Examination | 1 | 10 | 2 | 12 |
| Final Examination | 1 | 10 | 2 | 12 |
| TOTAL WORKLOAD (hours) | 125 | |||
PÇ-1 | PÇ-2 | PÇ-3 | PÇ-4 | PÇ-5 | PÇ-6 | PÇ-7 | PÇ-8 | PÇ-9 | PÇ-10 | PÇ-11 | |
OÇ-1 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 |
OÇ-2 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 |
OÇ-3 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 |
OÇ-4 | 4 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 |
OÇ-5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 |