REINFORCED CONCRETE STRUCTURES

CE382

Course Code: CE382
Semester: Sixth Term (Spring)
Theory+Practice: 3 + 0
ECTS: 5

Course Type

Compulsory Course

Course Level

Bachelor's Degree

Year of Study

Semester

Sixth Term (Spring)

ECTS

Name of Lecturer(s)

Professor Hakkı Polat Gülkan

Learning Outcomes

At the end of this course, the students;

Explain the mechanical properties of concrete and reinforcing steel and their behavior under different loading conditions,
Design reinforced concrete members (beams, columns, slabs, foundations) in accordance with relevant standards and structural safety principles,
Evaluate the behavior of reinforced concrete structural members under service conditions and different loading cases,
Apply appropriate calculation and analysis methods to solve reinforced concrete design problems.

Mode of Delivery

Face to face

Prerequisites

Yes(CE224)

Recommended Optional Programme Components

None

Course Description

Mechanical behavior of concrete in uniaxial and multi-axial states of stress. Time dependent behavior of concrete. Mechanical behavior of reinforcing steel. Behavior and strength of uniaxially loaded members; confinement. Behavior and strength of members in pure bending. Behavior and strength of members under combined bending and axial load. Behavior and strength of members under combined shear and bending.

Course Contents

WEEK	TOPICS
1^st Week	Introduction
2^nd Week	Concept of structural safety, load and material factors
3^rd Week	Flexural behavior and nominal strength of beam sections
4^th Week	Flexural design of beam sections
5^th Week	Shear in beams
6^th Week	Development, anchorage and splicing of reinforcement
7^th Week	Serviceability
8^th Week	Midterm Examination
9^th Week	Continuous beams and one-way slabs
10^th Week	Columns: combined axial load and bending
11^th Week	Slender columns
12^th Week	Two-way slabs
13^th Week	Footings
14^th Week	Earthquake resistance
15^th Week	Course review

Recommended or Required Reading

Reference:
U. Ersoy, G. Özcebe: Reinforced Concrete, Evrim, 2001.
J.K. Wight, J.G.MacGregor: Reinforced Concrete: Mechanics and Design, Prentice Hall, 2009 (978-0- 13-2288141-6) ACI 318
S. Brzev and J. Pao: Reinforced Concrete Design: A Practical Approach, Pearson-Prentice Hall, 2006. (0-13-039125-5) CSA Standard A23.3-04
Celep, Z. [2011]: Betonarme Yapılar, Beta, ISBN: 978-975-95405-3-3 (in Turkish). TS500.
Ali Ruzi Özuygur (2020); ACI 318 - TS 500 Karşılaştırmalı Betonarme, Nobel Akademik Yayincilik.

Additional Resources:
TSE [2000] Requirements for Design and Construction of Reinforced Concrete Structures, TS 500, Turkish Standards Institute, Ankara, Turkey.
ACI 318-11: Building Code Requirements for Structural Concrete, ACI, 2011.
CEN Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings CEN 2003.
TSE [1997] Design Loads for Buildings, TS 498, Turkish Standards Institute, Ankara, Turkey (in Turkish).
TSE [1997] Bases for Design of Structures; Actions due to the Self-Weight of Structures, Non-structural Elements and Stored Materials; Density, TS ISO 9194, Turkish Standards Institute, Ankara, Turkey (in Turkish).

Planned Learning Activities and Teaching Methods

Lecture
Questions/Answers
Problem Solving
Presentation

Assessment Methods and Criteria

	Quantity	Percentage (%)
Mid-term	2	40
Assignment	4	15
Attendance	1	5
Total(%)		60
Contribution of In-term Studies to Overall Grade(%)		60
Contribution of Final Examination to Overall Grade(%)		40
Total(%)		100

ECTS Allocated Based on Student Workload

Activities	Quantity	Duration (Hour)	Total Workload (Hour)
Midterm exam	2	2	4
Preparation for Quiz
Individual or group work
Preparation for Final exam	1	50	50
Course hours	14	3	42
Preparation for Midterm exam	2	20	40
Laboratory (including preparation)
Final exam	1	2	2
Homework	4	3	12
Total Work Load			150
Total Work Load / 30 (h)			5
ECTS Credit of the Course			5

Language of Instruction

English

Work Placement(s)

Programme Qualifications / Learning Outcomes

	LO1	LO2	LO3	LO4
K1	X	X	X	X
K2
K3
K4
K5
K6
K7
K8	X	X	X	X
K9
K10
K11