COURSE UNIT TITLE

: BEHAVIOR OF REIN.CONDRET MEMBERS

Description of Individual Course Units

Course Unit Code Course Unit Title Type Of Course D U L ECTS
INŞ 4146 BEHAVIOR OF REIN.CONDRET MEMBERS ELECTIVE 3 0 0 3

Offered By

Civil Engineering

Level of Course Unit

First Cycle Programmes (Bachelor's Degree)

Course Coordinator

ASSOCIATE PROFESSOR SADIK CAN GIRGIN

Offered to

Course Objective

In this course, the behavior of reinforced concrete elements will be discussed. In this context, nonlinear structural behavior of reinforced concrete structural elements will be examined. Participation to the course will be provided effectively with the assignments and presentations that will be prepared by the students.

Learning Outcomes of the Course Unit

1   To be able to interpret the properties of nonlinear behavior under the load effects of reinforced concrete structural elements
2   To be able to comprehend structural analysis of reinforced concrete elements
3   To be able to comprehend elaboration and nonlinear analysis of reinforced concrete structural elements and applications
4   Ability to solve the problems in the applications of reinforced concrete structural elements
5   Comparative analysis of structural analysis of different types of reinforced concrete elements in terms of behavior

Mode of Delivery

Face -to- Face

Prerequisites and Co-requisites

None

Recomended Optional Programme Components

None

Course Contents

Week Subject Description
1 Introduction, basic concepts in reinforced concrete, mechanical properties of concrete and reinforcing steel
2 Material models for reinforcing steel and concrete
3 Obtaining moment-curvature relationships for cracked reinforced concrete sections
4 Moment-curvature relationships for cracked reinforced concrete sections: Numerical applications
5 Moment redistribution and plastic hinge mechanism
6 Nonlinear Reinforced Concrete Behavior in EuroCode 8
7 Investigation of nonlinear structural behavior of reinforced concrete elements according to Turkish Earthquake Code
8 Investigation of nonlinear structural behavior of reinforced concrete elements according to Turkish Earthquake Code
9 Midterm exam
10 Slenderness effects in reinforced concrete columns: Moment Magnifier Method
11 Numerical application for slenderness effects in reinforced concrete columns
12 Approaches for Shear Strength of Reinforced Concrete: Strut and Tie models
13 Strut and tie modeling approach: Numerical applications
14 Student presentations

Recomended or Required Reading

Textbooks:
Nilson A.H., Winter, G., , "Design of Concrete Structures", McGraw_Hill
International Editions, New York, 1991
Ersoy, U., Özcebe, G. and Tankut, T., "Reinforced Concrete", Bizim
Büro Basımevi, Ankara, 2006
Park, R. and Paulay, T., "Reinforced Concrete Design", John Wiley and Sons, New York,
1975

Planned Learning Activities and Teaching Methods

Presentations given during class hours, other reading assignments, projects and exams.

Assessment Methods

SORTING NUMBER SHORT CODE LONG CODE FORMULA
1 MTE MIDTERM EXAM
2 ASG ASSIGNMENT
3 FIN FINAL EXAM
4 FCG FINAL COURSE GRADE MTE * 0.30 + ASG * 0.20 + FIN * 0.50
5 RST RESIT
6 FCGR FINAL COURSE GRADE (RESIT) MTE * 0.30 + ASG * 0.20 + RST * 0.50


*** Resit Exam is Not Administered in Institutions Where Resit is not Applicable.

Further Notes About Assessment Methods

None

Assessment Criteria

All learning outcomes will be evaluated by midterm and final examination questions.

Language of Instruction

Turkish

Course Policies and Rules

To be announced.

Contact Details for the Lecturer(s)

Assistant Professor Sadık Can Girgin : sadik.girgin@deu.edu.tr

Office Hours

To be announced.

Work Placement(s)

None

Workload Calculation

Activities Number Time (hours) Total Work Load (hours)
Lectures 13 3 39
Preparation for final exam 1 8 8
Preparation for midterm exam 1 8 8
Preparing presentations 1 8 8
Preparing assignments 1 8 8
Final 1 2 2
Midterm 1 2 2
TOTAL WORKLOAD (hours) 75

Contribution of Learning Outcomes to Programme Outcomes

PO/LOPO.1PO.2PO.3PO.4PO.5PO.6PO.7PO.8PO.9PO.10PO.11
LO.1443
LO.244333
LO.344333
LO.444
LO.54432