1	Course Title:	EARTHQUAKE RESISTANT DESIGN OF RC STRUCTURES
2	Course Code:	INS3030
3	Type of Course:	Optional
4	Level of Course:	First Cycle
5	Year of Study:	3
6	Semester:	6
7	ECTS Credits Allocated:	5
8	Theoretical (hour/week):	2
9	Practice (hour/week) :	1
10	Laboratory (hour/week) :	0
11	Prerequisites:	None
12	Recommended optional programme components:	None
13	Language:	Turkish
14	Mode of Delivery:	Face to face
15	Course Coordinator:	Prof. Dr. Ramazan LİVAOĞLU
16	Course Lecturers:	Dr. Ögr. Üyesi HAKAN TACETTİN TÜRKER
17	Contactinformation of the Course Coordinator:	rliva@uludag.edu.tr
18	Website:	http://insaat.uludag.edu.tr/
19	Objective of the Course:	Understanding the behaviour of reinforced concrete (rc) structures and rc members under earthquake loading, learning the earthquake resistant design principles
20	Contribution of the Course to Professional Development

21

Learning Outcomes:

1 Understanding the behavior of structures under seismic actions and the principals of earthquake resistant design; 2 Being able to perform earthquake resistant design; 3 Learning the concept of ductilty; 4 Being able to detail the reinforcement of the RC members to provide ductilty; 5 Being able to identify the failures in RC structures due to seismic actions;

22	Course Content:

Week	Theoretical	Practical
1	Introduction	Examples related to the subject
2	Basics of earthquake resistant design, structural irregularities	Examples related to the subject
3	Equivalent earthquake load method	Examples related to the subject
4	Spectral Acceleration Coefficient, spectrum coefficient, seismic load reduction factor, examples	Examples related to the subject
5	Introduction to earthquake resistant design requirements for reinforced concrete buildings	Examples related to the subject
6	Concept of ductilty and its importance	Examples related to the subject
7	Columns of high ductilty level	Examples related to the subject
8	Beams of high ductility level	Examples related to the subject
9	Midterm	Examples related to the subject
10	Shear walls of high ductility level	Examples related to the subject
11	Columns of nominal ductilty level	Examples related to the subject
12	Beams of nominal ductility level	Examples related to the subject
13	Shear walls of nominal ductility level	Examples related to the subject
14	Failures in RC buildings due to earthquake	Examples related to the subject

23	Textbooks, References and/or Other Materials:	Doğangün A. 2011, Betonarme yapıların hesap ve tasarımı, Birsen Yayınevi, 7. Baskı Ersoy U. ve Özcebe G., 2001, Betonarme, Evrim Yayınevi. TS 500,"Betonarme Yapıların Tasarım ve Yapım Kuralları", Türk Standartları Enstitüsü, Ankara, 2000. Deprem Bölgelerinde Yapılacak Binalar Hakkında Yönetmelik, Mart 2007
24	Assesment

TERM LEARNING ACTIVITIES	NUMBER	PERCENT
Midterm Exam	1	20
Quiz	0	0
Homeworks, Performances	1	20
Final Exam	1	60
Total	3	100
Contribution of Term (Year) Learning Activities to Success Grade		40
Contribution of Final Exam to Success Grade		60
Total		100
Measurement and Evaluation Techniques Used in the Course
Information

25

ECTS / WORK LOAD TABLE

Activites	NUMBER	TIME [Hour]	Total WorkLoad [Hour]
Theoretical	14	2	28
Practicals/Labs	14	1	14
Self Study and Preparation	14	5	70
Homeworks, Performances	1	28	28
Projects	0	0	0
Field Studies	0	0	0
Midtermexams	1	2	2
Others	0	0	0
Final Exams	1	2	2
Total WorkLoad			144
Total workload/ 30 hr			4,8
ECTS Credit of the Course			5

26	CONTRIBUTION OF LEARNING OUTCOMES TO PROGRAMME QUALIFICATIONS
PQ1 PQ2 PQ3 PQ4 PQ5 PQ6 PQ7 PQ8 PQ9 PQ10 PQ11 PQ12 LO1 5 5 5 1 1 3 1 4 3 1 3 2 LO2 5 5 5 3 1 1 4 3 2 1 1 1 LO3 5 3 5 2 1 1 1 1 1 1 1 1 LO4 5 5 5 1 1 1 4 1 1 1 1 1 LO5 5 5 3 1 3 3 1 1 4 1 3 2

LO: Learning Objectives

PQ: Program Qualifications

Contribution Level:

1 Very Low

2 Low

3 Medium

4 High

5 Very High