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Static provision of castle in city Drnovice
Caloň, Radim ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The goal of the project is a static provision design of Drnovice castle. This castle (today a municipal office and a restaurant) is violated by vertical cracks. There is a significant horizontal displacement vector. That’s why horizontal prestress redevelopment (using prestressed cables) was chosen. A drawing documentation is an integral part of the project.
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Calculation of Prestressed Concrete Beam
Vítek, Filip ; Pokorný, Přemysl (referee) ; Malášek, Jiří (advisor)
This thesis is focused on the description of the calculation of prestressed concrete beams. The introductory chapter discusses the bias and distribution of prestressed concrete. The second chapter describes materials used for the production of prestressed concrete and its characteristics. The following chapters describe the calculation of changes of prestressing and their effects on the structure, prestressing methods and a limit state where the prestressed concrete is controlled. A model example of calculation is shown in the last chapter.
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Static provision of castle in city Drnovice
Caloň, Radim ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The goal of the project is a static provision design of Drnovice castle. This castle (today a municipal office and a restaurant) is violated by vertical cracks. There is a significant horizontal displacement vector. That’s why horizontal prestress redevelopment (using prestressed cables) was chosen. A drawing documentation is an integral part of the project.
|
|
|
Calculation of Prestressed Concrete Beam
Vítek, Filip ; Pokorný, Přemysl (referee) ; Malášek, Jiří (advisor)
This thesis is focused on the description of the calculation of prestressed concrete beams. The introductory chapter discusses the bias and distribution of prestressed concrete. The second chapter describes materials used for the production of prestressed concrete and its characteristics. The following chapters describe the calculation of changes of prestressing and their effects on the structure, prestressing methods and a limit state where the prestressed concrete is controlled. A model example of calculation is shown in the last chapter.
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