
| Course Code | : CE422 |
| 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 |
This subject introduces the fundamental concepts and practice of earthquake resistant design of buildings from an international perspective, incorporating consideration of design in regions of low to moderate seismicity such as Turkey or New Zealand and in regions of high seismicity. The design of economically and environmentally feasible structures that can successfully withstand the forces and displacements generated by severe ground motions is a challenge demanding the best in structural engineering art and science.
Topics covered include plate tectonics and seismicity, structural response to earthquake ground motions, design philosophy and design applications to buildings, assessment and retrofitting of existing buildings, and performance of non-structural components and building contents.
| 1. | Learning the principles of earthquake resistant design |
| 2. | Employ the regulation of Building codes in Seismic Region |
| 3. | Preparing the projects for Earthquake Resistant |
| 4. | Predict damage to un-reinforced masonry buildings and identify the vulnerable features |
| 5. | Assess existing building structures and provide plans for their effective retrofitting |
| 1. | Introduction to Structural Dynamics and Earthquake Engineering by Anil Chopra, Prentice Hall, 2000. |
| 2. | NEHRP Guidelines for the Seismic Rehabilitation of Buildings (FEMA 356), FEMA/ASCE, Washington DC, 1997. Download from http://www.degenkolb. com/0_0_ Misc/0_1_FEMADocuments/fema356/ps-fema356.html. |
| 3. | The 2000 NEHRP Recommended Provisions For New Buildings And Other Structures (FEMA 368) FEMA, Washington DC, 2000. Download from http://www.bssconline.org/NEHRP2000/comments/provisions/ |
| 4. | Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment- Frame Buildings(FEMA 351), FEMA, Washington DC, July 2000. http://www.fema.gov/library/prepandprev.shtm#earthquakes |
| 5. | M.J.N. Priestley, G.M. Calvi & M.J Kowalsky 2007 Displacement-based Seismic Design of Structures IUSS |
| 6. | Deprem Bölgelerinde Yapılacak Binalar Hakkında Yönetmelik, 2007 |
| 7. | TS500 Betonarme Yapıların Tasarım Ve Yapım Kuralları, 2000 |
| 8. | Celep, Z., N., Kumbasar, Deprem Mühendisliğine Giriş ve Depreme Dayanıklı Yapı Tasarımı, Beta Dağıtım, İstanbul, 2000. |
| 9. | Priestly, M. T. N., Paulay, T.; Seismic Design of RC and Masonry Buildings, John Wiley & Sons, 1992. |
| 10. | Chopra, A.K.; Dynamics of Structures, Prentice Hall, 2001 |
| Type of Assessment | Count | Percent |
|---|---|---|
| Quiz | 2 | %10 |
| Midterm Examination | 2 | %50 |
| Final Examination | 1 | %40 |
| Activities | Count | Preparation | Time | Total Work Load (hours) |
|---|---|---|---|---|
| Lecture - Theory | 14 | 0 | 3 | 42 |
| Quiz | 2 | 6 | 1 | 14 |
| Midterm Examination | 2 | 20 | 3 | 46 |
| Final Examination | 1 | 20 | 3 | 23 |
| 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 | 4 | 5 | 4 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 |
OÇ-2 | 5 | 4 | 5 | 4 | 4 | 5 | 4 | 5 | 5 | 4 | 5 |
OÇ-3 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 |
OÇ-4 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 | 5 | 4 |
OÇ-5 | 5 | 5 | 5 | 4 | 5 | 5 | 4 | 5 | 4 | 5 | 4 |