National Repository of Grey Literature 258 records found  1 - 10nextend  jump to record: Search took 0.01 seconds. 
Steel structure of industrial hall
Venzara, Mikuláš ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
Bachelor thesis deals with design and assessment of steel structure of single-aisle industry hall situated in Králíky. There are two overhead cranes with load capacity 32/8 t and 12,5 t. Length is 63 m, span 30 m and height is 18,16 m. Load-bearing structure consists of main frames in 12 m apart, each main frame is comprised of column and truss girder. Other parts of structure are truss purlins, girts, intermediate columns and bracings. All calculations were performed in accordance with valid regulations and standards.
Brno Tennis Hall
Szórád, Martin ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The subject of the bachelor's thesis is the design and assessment of the load-bearing steel structure of a tennis hall in Brno. The floor plan dimensions of the tennis hall are 36 x 72 m and a height of 10.2 m. The main load-bearing part of the structure consists of arched trusses with an axial distance of 6 m. The rigidity of the structure is ensured by transverse, longitudinal stiffeners and binding rafters. A wall cladding is placed on the gable columns. The steel used to design the structure is S235JR+AR.
Cultural hall
Mihaliak, Ladislav ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The content of the bachelor's thesis is the design of a steel loadbearing structure of a single-aisle cultural hall located in the town of Šamorín in Slovakia. Ground plan dimensions are 40 x 78 m. The main supporting system is composed of main trusses. The main truss is formed by an arch-shaped truss girder with a height of 1,7 m, which is on one side pinned on column and on the other side is pinned into foundation. Distance between main trusses is 6 m. Spatial rigidity of the structure is ensured by system of collar beams, longitudinal and sway braces. Thin-walled beams are placed on the system of main trusses. All bars of the structure are designed from hot-rolled profiles of class S355.
Frýdek roofed grandstand
Kofler, Nikodém ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The work deals with a design of a steel structure of a grandstand with a roof at the football stadium in Frýdek-Místek. The floor plan dimensions are 50 × 14 m, the height is 16,4 m. The auditorium structure consists of lattice girders placed on main girders. Mono-pitched roof is supported by rods to columns. The construction material is S235 steel.
Socio-geographical regionalization of Benesov district in 2001-2011 and the impact of work attractiveness of Prague on its changes
Pešek, Ondřej
Commuting became an inseparable part of everyday life of contemporary society and an analysis of commuting flows has a fundamental meaning for capturing social- geographical organization of society. The main object of this thesis is to identify changes in geographical aspects of commuting to work and school in the Benešov district during the period 2001-2011. The second object is to evaluate the impact of macroregional centre of Prague on the commuting in Benešov district. The district is, taking into consideration the nearness and a good traffic connesction to Prague, appropriate example for assessing the impact of macroregional centre on neighbouring micro-regions. This impact is followed by an analysis of commuting flows and also by a questionnare survey. The purpose of the questionnare survey is to capture how people feel about commuting to work and labour market in Prague. Keywords: commuting, socio-geographical regionalization, macro-region, micro- region, functional region, Benesov, Prague, Vlasim, Votice.
Shopping mall in Brno
Brozmanová, Dagmar ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The aim of the diploma thesis is to design and assessment of the steel structure of shopping mall, which is situated in Brno. Three variants were processed, from which one was selected for more detailed processing. Variants have hexagonal floor plan with maximum dimension 60,0 m, four floors and same structural solution. They differ in plan of secondary beams and columns, in floor plan of glass atrium and used cross-sections. Building´s load-bearing structure consists of pin-supported columns, primary beams, secondary beams and purlins. Rigidity of the structure is enshured by system of vertical bracings and in horizontal direction by composite slab. The structure elements are made of steel S355, except secondary beams, which are made of steel S235.
Static and structural design of a view-tower on the Horničí hill
Rotroeklová, Petra ; Pešek, Ondřej (referee) ; Bukovská, Pavla (advisor)
The object of my master‘s thesis is static and structural design of a view-tower on the Horničí hill. The combination of steel and timber was used for design. The construction was designed in two variants. Both variants were created and assessed in a software Scia Engineer. The assessment of the ultimate and serviceability limit state was made according to valid standards. Variants were compared. Engineering report, detailed structural design and drawings were prepared for the selected variant.
Multi-storey building
Mikulica, Adam ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The purpose of the diploma thesis was to design the supporting structure of an administrative building. The building is located in Brno. The floor plan dimensions of the building are 42.0x42.0 m. The building has 8 floors. The static calculation of the load-bearing structure was developed in two variants. Variant A has a square grid and ceilings arranged in a checkerboard pattern. Variant B has a rectangular growth and the ceilings are arranged in one direction. The ceiling structures and columns of the building are designed as composite reinforced concrete. Drawing documentation is managed for the winning variant.
Airport terminal
Mika, Václav ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The diploma thesis deals with design and structural assesment of the steel airport terminal in Prag-Ruzyne. The project is designed in two options. The dimensions of the rectagular floor plan are 79,3 x 98,65 m. The height of the building in highest point is 21,5 m. The airport terminal contains 9 main frames spaced by 9 m. The cladding of the roof and the side walls is designed by sendwich panels. The face wall is made by glass facade system.
Socio-geographical regionalization of Benesov district in 2001-2011 and the impact of work attractiveness of Prague on its changes
Pešek, Ondřej
Commuting became an inseparable part of everyday life of contemporary society and an analysis of commuting flows has a fundamental meaning for capturing social- geographical organization of society. The main object of this thesis is to identify changes in geographical aspects of commuting to work and school in the Benešov district during the period 2001-2011. The second object is to evaluate the impact of macroregional centre of Prague on the commuting in Benešov district. The district is, taking into consideration the nearness and a good traffic connesction to Prague, appropriate example for assessing the impact of macroregional centre on neighbouring micro-regions. This impact is followed by an analysis of commuting flows and also by a questionnare survey. The purpose of the questionnare survey is to capture how people feel about commuting to work and labour market in Prague. Keywords: commuting, socio-geographical regionalization, macro-region, micro- region, functional region, Benesov, Prague, Vlasim, Votice.

National Repository of Grey Literature : 258 records found   1 - 10nextend  jump to record:
See also: similar author names
12 PEŠEK, Ondřej
2 Pešek, Oldřich
2 Pešek, Ondřej Matthew
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