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| HRT4035 | Analysis of Deformation Networks | 2+0+0 | ECTS:4 | | Year / Semester | Fall Semester | | Level of Course | First Cycle | | Status | Elective | | Department | DEPARTMENT of GEOMATICS ENGINEERING | | Prerequisites and co-requisites | None | | Mode of Delivery | Face to face, Group study, Practical | | Contact Hours | 14 weeks - 2 hours of lectures per week | | Lecturer | Prof. Dr. Mualla YALÇINKAYA | | Co-Lecturer | None | | Language of instruction | Turkish | | Professional practise ( internship ) | None | | | | The aim of the course: | | Establishment of control networks and determining of deformations with measurements on network. |
| Learning Outcomes | CTPO | TOA | | Upon successful completion of the course, the students will be able to : | | | | LO - 1 : | get the meaning of geodetic deformation understand reasons of deformations; know deformation measurement areas. | 1,2 | 1 | | LO - 2 : | constitute deformation network; get information about observation techniques at geodetic deformation network. | 1,2 | 1 | | LO - 3 : | apply geodetic deformation analysis models (static, kinematic, dynamic) | 1,2 | 1 | | LO - 4 : | make deformation analysis by using computer programming languages and present results. | 1,2 | 3 | | LO - 5 : | write code in Matlab environment for deformation network analysis | 1,2,4 | 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), LO : Learning Outcome | | |
| Definition of deformation and history of geodetic deformation measurement. Reasons of deformation, Deformation measurement areas: Engineering buildings, landslide areas, earthquake, industrial measurements, constitution of deformation networks, network optimization, measurements of geodetic deformation networks, free adjustment of geodetic networks, methods for outlier detection. Deformation analysis models: Static modeli Kinematic Model, Dynamic Model, analysis of significance of results and interpretation. |
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| Course Syllabus | | Week | Subject | Related Notes / Files | | Week 1 | Definition of deformation. Geometric differentiations. | | | Week 2 | History of geodetic deformation measurement and analysis. | | | Week 3 | Reasons of deformation. Structure of earth. | | | Week 4 | Tectonic facts. | | | Week 5 | Fault movements and Earthquake. | | | Week 6 | Tsunami case. Change of the tide, HOMEWORK | | | Week 7 | Deformasyon ölçü alanları: Mühendislik yapıları, heyelan alanları, deprem, endüstriyel ölçmeler | | | Week 8 | Mid-term exam | | | Week 9 | Deformation measurement methods. Geodetic and Geotechnical measurement tools. | | | Week 10 | Normal distribution. Test statistic. Hypothesis Testes. | | | Week 11 | Design of deformation networks, network optimitation, measurements at geodetic deformation network, free geodetic networks adjustment, outlier detection methods. | | | Week 12 | Deformation analysis models, Deformation analysis by Static Model. | | | Week 13 | Deformation analysis by Kinematic and Dynamic Models. Analysis of significance of results and interpretation. | | | Week 14 | Oral presentation. | | | Week 15 | Oral presentation. | | | Week 16 | End-of-term exam | | | |
| 1 | Pelzer, H. 1988; Ingeniurvermessung, Deformationsmessungen Massenberechnung, Verlag Konrad Wittwer, Stuttgart. | | | 2 | Niemeier, W. 1985; Deformationsanalyse, In: Geodatische Netze in Landes- und Ingenieurvermessung II, Kondrad Wittwer, Stuttgart, Germany. | | | |
| 1 | Pelzer, H. 1985; Statische, Kinematische und Dynamische Punktfelder, Vortrage des Kontaktstudiums, Geodatische Netze in Landes- und Ingenieuvermessung II, Hannover, 225-262. | | | 2 | Yalçınkaya, M.; 2003, Monitoring Crustal Movements in West Anatolia by Precision Levelling, Journal of Sueveying Engineering, 129(1), 44-49. | | | 3 | Caspary, W.F., Rüeger, J.M., 1987; Concepts of Network and Deformation Analyses, National Library of Australia. | | | 4 | EM 110-2-1009, 2002; Engineering and Design Structural deformation Surveying Department of theArmy US Army Corps of Engineers, Washington, DC 20314-1000. | | | 5 | Roberts, G.W.,X. Meng And Dodson, 2000; Structural Dynamic and deflection monitoring usingİntegrated GPS and Trixial accelerometers, 13th Int. Tech. Meeting of Satallite Division of the U.S. Ins.of Navigation GPS ION 2000, Salt Lake City, Utah. | | | |
| Method of Assessment | | Type of assessment | Week No | Date | Duration (hours) | Weight (%) | | Mid-term exam | 9 | | 1 | 30 | | Presentation | 14
15 | | 1 | 10 | | Homework/Assignment/Term-paper | 6
7
8
9
10
11
12
13 | | 6 | 10 | | End-of-term exam | 15 | | 1 | 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 | 2 | 14 | 28 | | Sınıf dışı çalışma | 2 | 5 | 10 | | Arasınav için hazırlık | 1 | 5 | 5 | | Arasınav | 1 | 1 | 1 | | Ödev | 6 | 10 | 60 | | Dönem sonu sınavı için hazırlık | 2 | 1 | 2 | | Dönem sonu sınavı | 1 | 1 | 1 | | Total work load | | | 107 |
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