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Analysis of the wind effect on the construction
Tačner, Jan ; Hradil, Petr (referee) ; Kala, Jiří (advisor)
Diploma thesis deals with static and dynamic analyses of a slender bridge structure behavior. The footbridge structure model was created in ANSYS 14.5 programing system. Static and a modal analyses were made afterwards and according to these analyses dynamic wind load and dynamic pedestrian load were applied. Wind load was applied as option of deck without a handrail and as option of deck with fully airtight handrail. Pedestrians were perceived as group of pedestrians and as a sparse crowd. Both applied loads were solved by harmonic analyses. Results of these analyses are resonance curves and tables of accleration.
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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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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.
|
|
|
Analysis of the wind effect on the construction
Tačner, Jan ; Hradil, Petr (referee) ; Kala, Jiří (advisor)
Diploma thesis deals with static and dynamic analyses of a slender bridge structure behavior. The footbridge structure model was created in ANSYS 14.5 programing system. Static and a modal analyses were made afterwards and according to these analyses dynamic wind load and dynamic pedestrian load were applied. Wind load was applied as option of deck without a handrail and as option of deck with fully airtight handrail. Pedestrians were perceived as group of pedestrians and as a sparse crowd. Both applied loads were solved by harmonic analyses. Results of these analyses are resonance curves and tables of accleration.
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