National Repository of Grey Literature 7 records found  Search took 0.01 seconds. 
Sewage pumping station
Čožík, Martin ; Perla, Jan (referee) ; Strnad, Jiří (advisor)
The subject of my bachelor’s thesis is static design of a sewage plant reservoir, dimensioning and examination of the construction part for Capacity Limit State and Applicability Limit State. Design documentation is included in the project. The aim of this thesis was to design the reservoir in such a way that there would be no cracks in the concrete. The calculations were carried out in accordance with Eurocode 2.
Verification of interaction between the foundation plate and the pile
Kozáková, Marcela ; Hrubešová,, Eva (referee) ; Turček,, Peter (referee) ; Horák, Vladislav (advisor)
The doctoral thesis deal with the interaction between the foundation plate and deep foundation in the form of bored piles in the case of skeleton construction. The issue of tension redistribution from the column between the plate and the pile is investigated on specific object – „Shopping and entertainment center Fórum Nová Karolina”. On this object were selected columns monitored and load tests of the piles was executed. Values of the axial loading of the piles and the actual deformation of the construction have been derived from measurements and tests. They were compared with the results of structural behavior by numerical modeling.
Multifunctional object Brno - Bohunice
Chládek, Jakub ; Novotný, Miloslav (referee) ; Novotný, Miloslav (advisor)
The subject of the diploma thesis is the design of a multifunctional building in Brno Bohunice. The building has six floors with five floors above ground and a basement. The first above-ground floor will be used for commercial units, the second to fifth floors will be used for administration. The basement contains a collective garage. Structurally, the building is designed as a monolithic reinforced concrete skeleton in a 6 x 6 meter module and is based on a base plate locally supported by gravel piles under columns. The roof is designed as a flat single shelled.
Design of foundation of single-family house
Kotík, Libor ; Strnad, Jiří (referee) ; Zich, Miloš (advisor)
The work deals with design of foundation plate of single-family house on the gravel foundation of foam glass. The solution implies design and assessment foundation plate by ČSN EN 1992 in the ultimate limit state and the serviceability limit state - crack limitation.
Verification of interaction between the foundation plate and the pile
Kozáková, Marcela ; Hrubešová,, Eva (referee) ; Turček,, Peter (referee) ; Horák, Vladislav (advisor)
The doctoral thesis deal with the interaction between the foundation plate and deep foundation in the form of bored piles in the case of skeleton construction. The issue of tension redistribution from the column between the plate and the pile is investigated on specific object – „Shopping and entertainment center Fórum Nová Karolina”. On this object were selected columns monitored and load tests of the piles was executed. Values of the axial loading of the piles and the actual deformation of the construction have been derived from measurements and tests. They were compared with the results of structural behavior by numerical modeling.
Sewage pumping station
Čožík, Martin ; Perla, Jan (referee) ; Strnad, Jiří (advisor)
The subject of my bachelor’s thesis is static design of a sewage plant reservoir, dimensioning and examination of the construction part for Capacity Limit State and Applicability Limit State. Design documentation is included in the project. The aim of this thesis was to design the reservoir in such a way that there would be no cracks in the concrete. The calculations were carried out in accordance with Eurocode 2.
Design of foundation of single-family house
Kotík, Libor ; Strnad, Jiří (referee) ; Zich, Miloš (advisor)
The work deals with design of foundation plate of single-family house on the gravel foundation of foam glass. The solution implies design and assessment foundation plate by ČSN EN 1992 in the ultimate limit state and the serviceability limit state - crack limitation.

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