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National Repository of Grey Literature 4 records found  Search took 0.00 seconds. 
Comparison of various methods for nonlinear analysis of structures from the point of view of speed, accuracy and robustness.
 Bravenec, Ladislav ; Křiváková, Jarmila (referee) ; Němec, Ivan (advisor)
The aim of the thesis is to compare the iterative methods which program RFEM 5 uses the non-linear calculations of structures, namely the analysis of large deformations and post critical analysis. Comparison should serve as a basis for which calculation method is the most accurate, fastest and most reliable in terms of getting results. Time-consuming will be judged according to the calculation of the solution and the time needed to compute one iterativ. Robustness we will compare the reliability of methods in in normal use. Accuracy of the calculation will be determined by comparing the maximum deformation structures. Comparison will be made with examples from practice.
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History of the Vocational Education of Police Bomb Disposal Officers
 Bravenec, Ladislav ; Blažková, Veronika (advisor) ; Nováková, Daniela (referee)
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History of the Vocational Education of Police Bomb Disposal Officers
 Bravenec, Ladislav ; Blažková, Veronika (advisor) ; Nováková, Daniela (referee)
Detailed record
Comparison of various methods for nonlinear analysis of structures from the point of view of speed, accuracy and robustness.
 Bravenec, Ladislav ; Křiváková, Jarmila (referee) ; Němec, Ivan (advisor)
The aim of the thesis is to compare the iterative methods which program RFEM 5 uses the non-linear calculations of structures, namely the analysis of large deformations and post critical analysis. Comparison should serve as a basis for which calculation method is the most accurate, fastest and most reliable in terms of getting results. Time-consuming will be judged according to the calculation of the solution and the time needed to compute one iterativ. Robustness we will compare the reliability of methods in in normal use. Accuracy of the calculation will be determined by comparing the maximum deformation structures. Comparison will be made with examples from practice.
Detailed record

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