Instıtute Of Graduate Educatıon
Cıvıl Engıneerıng Master's Program (Wıth Thesıs)
Course Information
| STRUCTURAL STABILITY THEORY | |||||
|---|---|---|---|---|---|
| Code | Semester | Theoretical | Practice | National Credit | ECTS Credit |
| Hour / Week | |||||
| FIM609 | Fall | 3 | 0 | 3 | 6 |
| Prerequisites and co-requisites | |
|---|---|
| Language of instruction | Turkish |
| Type | Elective |
| Level of Course | Master's |
| Lecturer | PROF.DR. ORHAN AKSOĞAN |
| Mode of Delivery | Face to Face |
| Suggested Subject | |
| Professional practise ( internship ) | None |
| Objectives of the Course | It is aimed to teach the behavior of structural systems after buckling and buckling by giving basic information about the principles of stability theory. |
| Contents of the Course | Equilibrium of equilibrium, branching, buckling of right-angled bars Euler formula application limit. Buckling in real material, theoretically buckling in the plastic zone Effect of buckling force on account of the effects on the connecting elements in compound sectioned elements Eccentric pressure state. Pressure-exposed bars with primitive curves Methods used to solve elastic stability problems Methods used to solve elastic stability problems Sprain in elastic medium Sprain of variable-section rods Effect of normal force on rod stiffness Use of stability functions in matrix displacement method |
Learning Outcomes of Course
| # | Learning Outcomes |
|---|---|
| 1 | finds and calculate the importance of critical buckling load in building systems. |
| 2 | the behaviors of buckling and buckling after construction systems. |
| 3 | |
| 4 |
Course Syllabus
| # | Subjects | Teaching Methods and Technics |
|---|---|---|
| 1 | Stability of equilibrium, branching, buckling of right-angled bars | lecture |
| 2 | Euler formula implementation limit | lecture |
| 3 | Torsion in real material, theoretically buckling in plastic region | lecture |
| 4 | Effect of buckling force | lecture |
| 5 | The calculation of the effects on the connector elements in the composite cross- | lecture |
| 6 | Eccentric pressure state | lecture |
| 7 | Pressure exposed bars with primitive curves | lecture |
| 8 | Methods used to solve elastic stability problems | lecture |
| 9 | Methods used to solve elastic stability problems | lecture |
| 10 | Buckling in elastic media | lecture |
| 11 | Buckling in elastic media | lecture |
| 12 | Sprain of variable section bars | lecture |
| 13 | Sprain of variable section bars | lecture |
| 14 | Effect of normal force on rod stiffness | lecture |
| 15 | Use of stability functions in matrix displacement method | lecture |
| 16 | Final Exam |
Course Syllabus
| # | Material / Resources | Information About Resources | Reference / Recommended Resources |
|---|---|---|---|
| 1 | 1. Timoshenko S., and J.Gere, Theory of Elastic Stability, McGraw Hill, 1961 | ||
| 2 | 2. Chajes A., Principles of Structural Stability Theory, Prentice-Hall, 1974 |
Method of Assessment
| # | Weight | Work Type | Work Title |
|---|---|---|---|
| 1 | 40% | Mid-Term Exam | Mid-Term Exam |
| 2 | 60% | Final Exam | Final Exam |
Relationship between Learning Outcomes of Course and Program Outcomes
| # | Learning Outcomes | Program Outcomes | Method of Assessment |
|---|---|---|---|
| 1 | finds and calculate the importance of critical buckling load in building systems. | 5 | 1͵2 |
| 2 | the behaviors of buckling and buckling after construction systems. | 2 | 1͵2 |
| 3 | |||
| 4 |
Work Load Details
| # | Type of Work | Quantity | Time (Hour) | Work Load |
|---|---|---|---|---|
| 1 | Course Duration | 14 | 3 | 42 |
| 2 | Course Duration Except Class (Preliminary Study, Enhancement) | 14 | 7 | 98 |
| 3 | Presentation and Seminar Preparation | 0 | 0 | 0 |
| 4 | Web Research, Library and Archival Work | 0 | 0 | 0 |
| 5 | Document/Information Listing | 0 | 0 | 0 |
| 6 | Workshop | 0 | 0 | 0 |
| 7 | Preparation for Midterm Exam | 0 | 0 | 0 |
| 8 | Midterm Exam | 0 | 0 | 0 |
| 9 | Quiz | 0 | 0 | 0 |
| 10 | Homework | 0 | 0 | 0 |
| 11 | Midterm Project | 0 | 0 | 0 |
| 12 | Midterm Exercise | 0 | 0 | 0 |
| 13 | Final Project | 0 | 0 | 0 |
| 14 | Final Exercise | 0 | 0 | 0 |
| 15 | Preparation for Final Exam | 1 | 9 | 9 |
| 16 | Final Exam | 1 | 1 | 1 |
| 150 | ||||