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INS7321 | Prefabricated Structures | 3+0+0 | ECTS:7.5 | Year / Semester | Spring Semester | Level of Course | Third 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 | None | Language of instruction | Turkish | Professional practise ( internship ) | None | | The aim of the course: | To provide students with a clear presentation of the basics of designing and detailing of prefabricated structures and improve their knowledge and skills in prefabricated structures |
Programme Outcomes | CTPO | TOA | Upon successful completion of the course, the students will be able to : | | | PO - 1 : | gain the ability to practice knowledge of structural mechanics in the design of prefabricated structural sections, connections and connecting members. | 1,3,4,5,6,7,8,9,10,11 | 1,3 | PO - 2 : | gain the ability to desing structures made of prefabriceted concrete | 1,2,3,4,5,6,7,8,9,10,11 | 1,3 | PO - 3 : | determine define and solve prefabricated structural problems. Elements of structures with their types and desing procedure. | 1,5,8,9,10,11 | 1,3 | PO - 4 : | gain the ability of following various codes and new technology. | 3,8,9,11 | 1,3 | PO - 5 : | gain the ability to use the different structural analaysis programs for design. | 1,3,8,9,10,11 | 1,3 | 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), PO : Learning Outcome | |
The aim of prefabricated structures. Definitions. Materials and loads. Design principles. Prefabricated elements. Connecting regions and connections. Structural systems; frame systems, large panel systems, composite concrete construction. Panalisation. Types of load bearing systems. Connections details. Effects of diaphragm. Earthquake design and analysis. Design of joints and connections. Principles of construction, manufacture. building-up in prefabricated construction and quality control tests. |
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Course Syllabus | Week | Subject | Related Notes / Files | Week 1 | The aim of prefabricated structures. | | Week 2 | Definitions, materials and loads. | | Week 3 | Desing prencibles. | | Week 4 | Prefabricated memebers. | | Week 5 | Connecting regions and connections | | Week 6 | Connecting regions and connections | | Week 7 | Structural sysytem; frame systems | | Week 8 | Structural sysytems; slab-column systems. | | Week 9 | Mid-term exam | | Week 10 | Structural systems; large panel systems. | | Week 11 | Types of structural systems and the determination of load bearing capasities. | | Week 12 | Types of structural systems and the determination of load bearing capasities. | | Week 13 | Connections details and principle of constructions. | | Week 14 | The effectys of diaghragms of slabs, Earthquake desing and anaysis. | | Week 15 | Desing of joints and connections, manufacture, building-up and quality control tests. | | Week 16 | End-of-term exam | | |
1 | Ayaydın, Y., 1987; Prefabrike Yapılar, Yılmaz Ofset Matbaası, İstanbul | | |
1 | Rossow, E.C., 1996; Analysis and Behavior of Structures, Prentice Hall, USA. | | 2 | O'brien, E.J., Dixon, A.S., 1999; Reinforced and prestress concrete design, the complete process, Longman, New york. USA. | | |
Method of Assessment | Type of assessment | Week No | Date | Duration (hours) | Weight (%) | Mid-term exam | 9 | | 2 | 30 | Quiz | 5 10 | | 1 | 10 | Homework/Assignment/Term-paper | 7 12 | | 1 | 10 | End-of-term exam | 16 | | 2 | 50 | |
Student Work Load and its Distribution | Type of work | Duration (hours pw) | No of weeks / Number of activity | Hours in total per term | Yüz yüze eğitim | 3 | 14 | 42 | Sınıf dışı çalışma | 7 | 14 | 98 | Laboratuar çalışması | 3 | 5 | 15 | Arasınav için hazırlık | 6 | 2 | 12 | Arasınav | 2 | 1 | 2 | Ödev | 6 | 2 | 12 | Kısa sınav | 4 | 2 | 8 | Dönem sonu sınavı için hazırlık | 9 | 1 | 9 | Dönem sonu sınavı | 2 | 1 | 2 | Total work load | | | 200 |
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