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| INS 457 | Structural Analysis - III | 3+0+0 | ECTS:3 | | Year / Semester | Fall Semester | | Level of Course | First Cycle | | Status | Elective | | Department | DEPARTMENT of CIVIL ENGINEERING | | Prerequisites and co-requisites | None | | Mode of Delivery | Face to face | | Contact Hours | 14 weeks - 3 hours of lectures per week | | Lecturer | -- | | Co-Lecturer | Prof. Dr. Aydin DUMANOGLU, Prof. Dr. Alemdar. BAYRAKTAR, Asst. Prof. Dr. Mehmet AKKOSE, Asst. Prof. Dr. Sevket ATES, Asst. Prof. Dr. Suleyman ADANUR | | Language of instruction | Turkish | | Professional practise ( internship ) | None | | | | The aim of the course: | | Understand the underlying theory of Matrix Structural Analysis and be able to undertake the analysis of 2D and 3D truss and frames subject to various loading and boundary conditions. |
| Learning Outcomes | CTPO | TOA | | Upon successful completion of the course, the students will be able to : | | | | LO - 1 : | Develop basic ability to analyze structures | 1,3 | | | LO - 2 : | Determine the structural behavior according to applied loads | 1,3,5 | | | LO - 3 : | Develop skills in the analysis of complex structural systems by decomposition into simpler substructures | 1,3,5 | | | CTPO : Contribution to programme outcomes, TOA :Type of assessment (1: written exam, 2: Oral exam, 3: Homework assignment, 4: Laboratory exercise/exam, 5: Seminar / presentation, 6: Term paper), LO : Learning Outcome | | |
| Introduction. Modelling of structural systems. Introduction to matrix structural analysis. Truss element stiffness matrix, 2D frame element stiffness matrix, 3D frame stiffness matrix, assembly process, partitioning of the global stiffness matrix, boundary conditions. Solution. Determine of displacements and internal forces. |
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