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Comparison of FEM softwares
Tačner, Jan ; Kratochvíl, Ondřej (referee) ; Kika, Ondřej (advisor)
The aim of bachelor thesis is to compared static programs SCIA Engineer and ANSYS, working on finite elements method. For clarity, in both programs there is modeled the same tower structure with a defined load - depending on the chosen design, character and location of the building. Programs are compared in terms of both the user ie work with its own program), and of quality received numerical and graphical outputs.
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Steel Structure of Footbal Grandstand
Kloss, Tomáš ; Pilgr, Milan (referee) ; Hron, Lukáš (advisor)
The aim of this bachelor´s thesis is to design and check the football grandstand roof construction with ground plan dimensions of 30 x 105 m and a height of 20.5 m. Climatic loading is determinated for the location of the construction site - Ostrava. The resulting structural system was chosen spatially co-composed of trusses, purlins trusses, transverse and longitudinal stiffeners, columns and struts. The shape of the roof, which commemorates the air wing, is creating difficult conditions for wrapping air currents. Parts of the work are: technical report, structural analysis of the main structural elements and selected connections and drawings. The computational model for determination of internal forces is implemented in Scia Engineer. The review is created manually according to valid European standards.
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Comparison of FEM softwares
Tačner, Jan ; Kratochvíl, Ondřej (referee) ; Kika, Ondřej (advisor)
The aim of bachelor thesis is to compared static programs SCIA Engineer and ANSYS, working on finite elements method. For clarity, in both programs there is modeled the same tower structure with a defined load - depending on the chosen design, character and location of the building. Programs are compared in terms of both the user ie work with its own program), and of quality received numerical and graphical outputs.
|
|
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Steel Structure of Footbal Grandstand
Kloss, Tomáš ; Pilgr, Milan (referee) ; Hron, Lukáš (advisor)
The aim of this bachelor´s thesis is to design and check the football grandstand roof construction with ground plan dimensions of 30 x 105 m and a height of 20.5 m. Climatic loading is determinated for the location of the construction site - Ostrava. The resulting structural system was chosen spatially co-composed of trusses, purlins trusses, transverse and longitudinal stiffeners, columns and struts. The shape of the roof, which commemorates the air wing, is creating difficult conditions for wrapping air currents. Parts of the work are: technical report, structural analysis of the main structural elements and selected connections and drawings. The computational model for determination of internal forces is implemented in Scia Engineer. The review is created manually according to valid European standards.
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