COURSE UNIT TITLE

: DYNAMICS OF STRUCTURES

DEGREE PROGRAMMES

Description of Individual Course Units

Course Unit Code Course Unit Title Type Of Course D U L ECTS
INŞ 4109 DYNAMICS OF STRUCTURES COMPULSORY 3 0 0 3

Offered By

Civil Engineering

Level of Course Unit

First Cycle Programmes (Bachelor's Degree)

Course Coordinator

PROFESSOR DOCTOR ÖZGÜR ÖZÇELIK

Offered to

Civil Engineering
Civil Engineering (Evening)

Course Objective

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.

Learning Outcomes of the Course Unit

1   To determine the structural behavior of the structural system under dynamic external loads
2   To select the displacement and internal forces of the structural systems exposed to dynamic loads for design
3   To compare earthquake regulations
4   Designing earthquake resistant structure
5   To explain modal analysis with examples
6   To explain the dynamic analysis in time history methodology with examples

Mode of Delivery

Face -to- Face

Prerequisites and Co-requisites

INŞ 3008 - STRUCTURAL ANALYSIS II

Recomended Optional Programme Components

None

Course Contents

Week Subject Description
1 Analysis of the dynamical response 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 Problem Solving Session
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 Elastic response and design spectra
12 Mathematical model of multiple-degree-of-freedom systems
13 Free vibration of multiple-degree-of-freedom systems
14 Mode superposition method

Recomended or Required Reading

Text Book:
"Dynamic of Structures", Clough R.W., Penzien J., McGraw-Hill,1975,634p.

Supplementary Book:
"Yapı ve Deprem Mühendisliğinde Matris Yöntemler", Çatal H.H., Dokuz Eylül
Üniversitesi Mühendislik Fakültesi Yayınları No:294,Izmir,2005,434s.
"Dynamics of Stuctures" Chopra A.K., Prentice Hall, 1995,729 p.
"Yapı Dinamiği" Celep Z., Kumbasar N., Ihlas Matbaacılık, 2001,422 s.
"Yapı Dinamiği ve Deprem Mühendisliği Çözülmüş Örnekler", Uzsoy Ş., Biresen Kitabevi,
2006,510s.
"Yapı Dinamiği" ,Kasımzade, A.A., B,rsen Kitabevi, 2004,527s.

Planned Learning Activities and Teaching Methods

Presentations of lecture notes, mid term and final exams.

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 (RESIT) MTE * 0.50 + RST * 0.50


Further Notes About Assessment Methods

None

Assessment Criteria

LO 1,2,3,6 and 7 are evaluated with questions in mid term and final exams.

Language of Instruction

Turkish

Course Policies and Rules

To be announced.

Contact Details for the Lecturer(s)

Prof. Dr. Özgür ÖZÇELIK
e-mail:ozgur.ozcelik@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 2 28
Midterm 1 2 2
Final 1 2 2
TOTAL WORKLOAD (hours) 74

Contribution of Learning Outcomes to Programme Outcomes

PO/LOPO.1PO.2PO.3PO.4PO.5PO.6PO.7PO.8PO.9PO.10PO.11
LO.1543
LO.2345
LO.343
LO.4345
LO.5453
LO.645

CONTACT INFORMATION
Dokuz Eylül Üniversitesi Cumhuriyet Bulvarı No: 144 35210 Alsancak / İZMİR
Phone: +90(232) 412 12 12 - Fax: +90 (232) 464 81 35

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