Course Unit Code | 228-0315/01 |
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Number of ECTS Credits Allocated | 4 ECTS credits |
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Type of Course Unit * | Compulsory |
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Level of Course Unit * | Second Cycle |
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Year of Study * | Second Year |
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Semester when the Course Unit is delivered | Winter Semester |
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Mode of Delivery | Face-to-face |
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Language of Instruction | Czech |
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Prerequisites and Co-Requisites | Course succeeds to compulsory courses of previous semester |
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Name of Lecturer(s) | Personal ID | Name |
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| PAR132 | Ing. Přemysl Pařenica, Ph.D. |
Summary |
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The subject is focused on the broadening of knowledge and skills necessary for advanced preparation of numerical models of civil engineering structures. Advanced modelling of non-linear tasks will be aimed especially at unidirectional supports, geometric nonlinearity and dynamic response of the structure to loading. Application of probabilistic approaches allows for the addressing of the random variation of input parameters.
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Learning Outcomes of the Course Unit |
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Advancing in knowledge and skills for the utilization of specialized software systems for the preparation of numerical models. Focus is given at non-linear structural response to loading considering statistical variation of input parameters. |
Course Contents |
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1. Nonlinear solution: Plane bar structure with unidirectional supports.
2. Geometrical nonlinear solution: Spatial bar structure.
3. Comparison of geometrically nonlinear and stability solution.
4. Dynamic response: Plane bar structure. The influence of damping.
5. Dynamic response: Spatial bar structure. The influence of damping.
6. Advanced probabilistic models: Plane bar structure. Monte Carlo method and Latin Hypercube Sampling method.
7. Advanced probabilistic models: Spatial bar structure. Response surface.
8. Advanced probabilistic models: Platform structure. Response surface.
9. Individual assignment. |
Recommended or Required Reading |
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Required Reading: |
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1. Hamming R.W. Introduction to Applied Numerical Analysis. Dover Publications, Inc., New York, 1989.
2. Felippa, C.A.: Introduction to Finite Element Method. Fall 2001. University of Colorado. 18 Sept. 2005.
https://www.colorado.edu/engineering/CAS/courses.d/IFEM.d/. |
1. Bitnar Z., Šejnoha, J.: Numerické metody stavební mechaniky 1, ČVUT Praha 1992.
2. Kuchárová, D., Melcer, J.: Dynamika stavebných konštrukcií. EDIS ŽU Žilina, 2000.
3. Teplý T., Novák D.: Spolehlivost stavebních konstrukcí, CERM Brno 2004. |
Recommended Reading: |
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1. Hamming, R. W. Numerical Methods for Scientists and Engineers. 2. vydání. Dover Publications, Inc., New York, 1973.
2. ANSYS Inc. - ANSYS Documentation
3. University of Alberta - ANSYS Tutorials: https://sites.ualberta.ca/~wmoussa/AnsysTutorial/
4. Scia online - https://www.scia.net/en/support-downloads.
5. Marek, P. Brozzetti, J. Guštar,M. and Tikalsky, P. editors: Probabilistic Assessment of Structures using Monte Carlo Simulation.
Background, Exercises and Software. Institute of Theoretical and Applied Mechanics,Academy of Sciences of Czech Republic, Prague, 2003. |
1. Krejsa, M., Konečný, P. Spolehlivost a bezpečnost staveb. VŠB-TUO, 2012.
2. ANSYS Inc. - ANSYS Documentation
3. Scia online - https://www.scia.net/en/support-downloads.
4. Hamming R.W. Introduction to Applied Numerical Analysis. Dover Publications, Inc., New York, 1989.
5. Hamming, R. W. Numerical Methods for Scientists and Engineers. 2. vydání. Dover Publications, Inc., New York, 1973. |
Planned learning activities and teaching methods |
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Tutorials |
Assesment methods and criteria |
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Task Title | Task Type | Maximum Number of Points (Act. for Subtasks) | Minimum Number of Points for Task Passing |
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Credit and Examination | Credit and Examination | 100 (100) | 51 |
Credit | Credit | 35 | 18 |
Examination | Examination | 65 | 30 |