COURSE UNIT TITLE

: STRUCTURAL DYNAMICS

Description of Individual Course Units

Course Unit Code Course Unit Title Type Of Course D U L ECTS
CIE 5069 STRUCTURAL DYNAMICS ELECTIVE 3 0 0 9

Offered By

Graduate School of Natural and Applied Sciences

Level of Course Unit

Second Cycle Programmes (Master's Degree)

Course Coordinator

PROFESSOR DOCTOR HIKMET HÜSEYIN ÇATAL

Offered to

STRUCTURAL ENGINEERING
Structural Engineering
STRUCTURAL ENGINEERING

Course Objective

In this course, the linear-elastic and nonlinear-elastic structures are idealized as distrubuted parameter system. Dynamic response and internal force of these sutructures 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.

Learning Outcomes of the Course Unit

1   To define the distrubuted parameter systems.
2   To select the displacements and internal forces of structural systems subjected to dynamic forces for design.
3   To explain modal analysis by using examples.
4   To define the analysis of dynamic response
5   To compare the lumped mass systemwith the distrubuted parameter systems.

Mode of Delivery

Face -to- Face

Prerequisites and Co-requisites

None

Recomended Optional Programme Components

None

Course Contents

Week Subject Description
1 Essential characteristics of a dynamic problem,formulation of the equation motion.
2 Analysis of free vibration
3 Response to harmonic loading
4 Response to periodic loading
5 Response to implusive loading
6 Solution of general dynamic loading by using step-by-step integration methods
7 Multi-degree-of-freedom systems.
8 Calculation models of multi -degree-of-freedom systems
9 Dynamic analysis by using mode superposition method
10 Distrubuted parameter systems
11 Vibration of Euler beam
12 Free vibration in axial deformation.
13 Derivation of the general equations of motion for nonlinear systems.
14 Vibration analysis by matrix iteration.

Recomended or Required Reading

Textbooks:
1.) Clough,R.W., Penzien J., Dynamic of structures,Mcgraw-Hill,1975

Supplemantary Books:
1.) Çatal ,H.H., Yapı ve deprme mühendisliğinde matris yöntemler, Dokuz Eylül Üniversitesi Mühendislik Fakültesi yayınları >No:294,Izmir,2005.
2.)chopra,A.K., Dynamics of structures,Prentice Hall,1995.
3.)Celep Z., Kımbasar N.,Yapı dinamiği,ihlas Matbaacılık,Istanbul,2001
4.) Uzsoy,Ş. Yapı dinamiği ve deprem mühendisliği çözülmüş örnekler,Birsen Kitabevi, istanbul,2006.
5.)kasımzade A.A., Yapı dinamiğiiBirsen Kitabevi,istanbul,2004.

Planned Learning Activities and Teaching Methods

One mid-term examination will be executed. Two homeworks will be prepared in the scope of the course. These homeworks are in the form of analysis and will be delivered in the form of detailed presentations.

Assessment Methods

SORTING NUMBER SHORT CODE LONG CODE FORMULA
1 MTE MIDTERM EXAM
2 FIN FINAL EXAM
3 FCG FINAL COURSE GRADE MTE * 0.50 + FIN * 0.50
4 RST RESIT
5 FCGR FINAL COURSE GRADE MTE * 0.50 + RST * 0.50


Further Notes About Assessment Methods

None

Assessment Criteria

LO1-LO5:Alllearning outcomes are evaluated by written questions of midterm and final examinations.
LO3-LO5:are considered with the homework reports that will be derived by the students.

Language of Instruction

Turkish

Course Policies and Rules

Attendance is important. Continutiy of performance in the homework that will be delivered is followed by the faculty member.

Contact Details for the Lecturer(s)

Professor Hikmet Hüseyin Çatal
e-mail:huseyin.catal@deu.edu.tr

Office Hours

Instructor office hours are declared by instructor.

Work Placement(s)

None

Workload Calculation

Activities Number Time (hours) Total Work Load (hours)
Lectures 14 3 42
Preparations before/after weekly lectures 14 8 112
Preparation for final exam 1 26 26
Preparation for midterm exam 2 14 28
Final 1 2 2
Midterm 2 2 4
TOTAL WORKLOAD (hours) 214

Contribution of Learning Outcomes to Programme Outcomes

PO/LOPO.1PO.2PO.3PO.4PO.5PO.6PO.7PO.8PO.9PO.10PO.11
LO.1345
LO.245
LO.3354
LO.454
LO.554