Faculty Of Engıneerıng
Cıvıl Engıneerıng (Englısh)
Course Information
INTRODUCTION TO STRUCTURAL DYNAMICS | |||||
---|---|---|---|---|---|
Code | Semester | Theoretical | Practice | National Credit | ECTS Credit |
Hour / Week | |||||
CVE439 | Fall | 3 | 0 | 3 |
Prerequisites and co-requisites | |
---|---|
Language of instruction | Turkish |
Type | Elective |
Level of Course | Bachelor's |
Lecturer | Prof. Dr. Orhan AKSOĞAN |
Mode of Delivery | Face to Face |
Suggested Subject | |
Professional practise ( internship ) | None |
Objectives of the Course | In the course, the linearly elastic structures are idealized with a single-degree-of-freedom (SDF) and multi-degree-of-freedom (MDF) systems. Dynamic response and internal forces of these structures subjected to dynamic load are obtained. A primary aim of the course is to give students the solution methods for dynamic behaviour of the structures. |
Contents of the Course |
Learning Outcomes of Course
# | Learning Outcomes |
---|---|
1 | To define the degree-of- freedoms of the structural systems. |
2 | To select the displacements and internal forces of structural systems subjected to dynamic forces for design. |
3 | To estimate the dynamic response of the structures subjected to earthquake effects. |
4 | To design the earthquake resistant structures. |
Course Syllabus
# | Subjects | Teaching Methods and Technics |
---|---|---|
1 | Analysis of the dynamical behaviour of structures. | |
2 | Mathematical model of single-degree-of freedom system. | |
3 | Application of the principle of Virtual displacement and equations of equilibrium to mathematical model. | |
4 | Free vibration of undamped and viscous-damped single-degree-of-freedom system. | |
5 | Response of single-degree-of freedom system subjected to harmonic load. | |
6 | Response of single-degree-of freedom system subjected to special forms of excitation. | |
7 | Duhamel integral | |
8 | Midterm Exam | |
9 | Evaluation of dynamic response of single-degree-of-freedom-systems using numerical methods. | |
10 | Response of single-degree-of freedom system subjected to periodic load. | |
11 | Response spectra. | |
12 | Mathematical model of multiple-degree-of-freedom systems. | |
13 | Mathematical model of multiple-degree-of-freedom systems. | |
14 | Free vibration of multiple-degree-of-freedom systems. | |
15 | Mode superposition method. | |
16 | Final Exam |
Course Syllabus
# | Material / Resources | Information About Resources | Reference / Recommended Resources |
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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 | To define the degree-of- freedoms of the structural systems. | 2 | 1 |
2 | To select the displacements and internal forces of structural systems subjected to dynamic forces for design. | 2 | 1 |
3 | To estimate the dynamic response of the structures subjected to earthquake effects. | 2 | 1͵2 |
4 | To design the earthquake resistant structures. | 2 | 1͵2 |
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) | 0 | 0 | 0 |
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 | 0 | 0 | 0 |
16 | Final Exam | 0 | 0 | 0 |
42 |