COURSE INFORMATON
Course Title Code Semester L+P Hour Credits ECTS
Reinforced Concrete Structure Design * IMZ   312 6 3 3 5

Prerequisites and co-requisites
Recommended Optional Programme Components None

Language of Instruction Turkish
Course Level First Cycle Programmes (Bachelor's Degree)
Course Type
Course Coordinator
Instructors
Prof.Dr.İSMAİL HAKKI ÇAĞATAY1. Öğretim Grup:A
Prof.Dr.HACİ MURAT ARSLAN1. Öğretim Grup:B
Prof.Dr.BEYTULLAH TEMEL1. Öğretim Grup:C
Prof.Dr.İSMAİL HAKKI ÇAĞATAY2. Öğretim Grup:A
Prof.Dr.HACİ MURAT ARSLAN2. Öğretim Grup:B
Prof.Dr.BEYTULLAH TEMEL2. Öğretim Grup:C
 
Assistants
Goals
Analysis of statically indeterminate structures by force method under dead and live loads, temperature effects and support settlements , Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frame type structures with joint translations. Stiffness Matrix Method
Content
Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method

Learning Outcomes
-


Course's Contribution To Program
NoProgram Learning OutcomesContribution
12345
1
Has the basic knowledge of math, science and civil engineering
X
2
Has a good commman of basic concepts, theories and principles in civil engineering.
X
3
Independently reviews and learns the applications, makes a critical assessment of the problems faced with, selects the proper technique to formulate problems and propose solutions
X
4
Designs a system, a component or a process in order to meet the needs of various engineering problems within technical, economic, environmental, manufacturability, sustainability limitations.
X
5
Selects and uses the modern techniques and tools necessary for engineering practice
X
6
Designs and carries out experiments in the fields of civil engineering, and interprets the results and the data obtained from the experiments
X
7
Gains the abiltiy to work effectively as a member in interdisciplinary teams
X
8
Identifies proper sources of information and databases, reaches them and uses them efficiently.
X
9
Follows the advancements in science and technology being aware of the necessity of lifelong learning and continuously improves her/himself.
X
10
Uses the computers and information technologies related with civil engineering actively.
X
11
Gains the ability to communicate effectively both orally and in writing.
X
12
Communicates using technical drawing
X
13
Constantly improves her/himself by identifying the training needs in scientific, cultural, artistic and social fields.
X
14
Continuously improves her/himself by defining necessities in learning in scientific, social, cultural and artistic areas besides the occupational requirements.
X
15
Has an understanding of entrepreneurship and innovation subjects, and is knowledgeable of contemporary issues.
X
16
Has an awareness of professional and ethical responsibility
X
17
Has the required knowledge in project management, workplace practices, employee health, environmental and occupational safety; and the legal implications of engineering applications.
X

Course Content
WeekTopicsStudy Materials _ocw_rs_drs_yontem
1 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
2 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
3 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
4 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
5 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
6 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
7 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
8 Mid-Term Exam Related Subjects
9 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
10 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
11 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
12 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
13 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
14 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
15 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
16-17 Term Exams Related Subjects

Recommended or Required Reading
Textbook
Additional Resources