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Verify stability of ground anchor system
Krško, Matúš ; Doněk,, Michal (referee) ; Miča, Lumír (advisor)
Bachelor´s thesis is focused on stability of anchored system. Theoretical part deals with various types of anchored walls, their construction technology and failure states that can occur. Methods for assessment of internal stability are presented in the next step. They are applied to a model anchored wall in a calculation part. Obtained results are evaluated at the end the thesis.
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Design of concrete structures using modern composite materials
Badány, Kristián ; Januš, Ondřej (referee) ; Kostiha, Vojtěch (advisor)
In the first part, this work deals with basic information about non-metallic reinforcement and its general design, in the second part the prefabricated supporting wall is assessed. The support wall is designed in several variants: in the first variant for classical reinforcement reinforcement and in other variants it is for composite reinforcement. The entry of the support structure is the same for all variants. Calculation is processed by Fib Bulletin No. 40 and complies with ČSN EN.
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Design of concrete structures using modern composite materials
Badány, Kristián ; Januš, Ondřej (referee) ; Kostiha, Vojtěch (advisor)
In the first part, this work deals with basic information about non-metallic reinforcement and its general design, in the second part the prefabricated supporting wall is assessed. The support wall is designed in several variants: in the first variant for classical reinforcement reinforcement and in other variants it is for composite reinforcement. The entry of the support structure is the same for all variants. Calculation is processed by Fib Bulletin No. 40 and complies with ČSN EN.
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Verify stability of ground anchor system
Krško, Matúš ; Doněk,, Michal (referee) ; Miča, Lumír (advisor)
Bachelor´s thesis is focused on stability of anchored system. Theoretical part deals with various types of anchored walls, their construction technology and failure states that can occur. Methods for assessment of internal stability are presented in the next step. They are applied to a model anchored wall in a calculation part. Obtained results are evaluated at the end the thesis.
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