National Repository of Grey Literature 253 records found  1 - 10nextend  jump to record: Search took 0.00 seconds. 
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.
Steel production hall
Vystavěl, Vojtěch ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
This thesis deals with a design of steel construction of two-aisle industrial hall. The construction will be situated in Brodek u Prostějova, near exit from D46 highway. Horizontal dimensions will be circa 36 to 36 metres, clear height from floor to overhead crane about 9.5 metres.
Roofing of the winter stadium
Kašpír, Filip ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The subject of this bachelor thesis is the design and assessment of a steel roof structure of the winter stadium in the city of Olomouc. The new layout solution takes into account the current dimensions of the stadium. Ground plan dimensions of the structure are 101x73 m with the maximum height of 30.5 m. The main load-bearing part of the roof structure is represented by a truss, which has the shape of an arch. The arch is latticed. With an axial distance of the upper and the lower belt of 3.0 m and axial distance of the trusses of 5.0 m. Spatial rigidity is ensured in the transverse and longitudinal directions by stiffeners, which are distributed symmetrically. The bachelor thesis contains a static calculation of purlins, truss, gable wall and of joints. The whole roof structure is then clad with panels.
Rally team base
Mikeš, Daniel ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The object of the diploma thesis is the design and the assessment of the steel structure for rally team base in Napajedla, which contains the space for the administration and the space for the service hall. The overall ground plan proportions of the structure are 30 x 26 metres. The structure for administration is the four-storey building. The ground plan proportions of this structure are 30 x 12 metres and the height is 14.5 metres. The ground floor grid of the main load-bearing structure is 6 x 6 metres. The height of the one floor of the structure is 3.5 metres. The structure of ceilings and roof is designed like composite steel and concrete structure. All joints of the steel structure for administration are designed like bolted joints. The spatial rigidity of the structure is ensured by vertical wall truss bracings and by the rigidity of composite steel and concrete structure of ceillings and roof. To the structure for the administration is connected structure for the service hall. The ground plan proportions of this structure are 30 x 14 metres and the height is 10.5 metres. The main structure of the structure for service hall is frame with the rigid joint in the corner of the frame. The axial distance of the main structures is 6 metres. All joints including the rigid joint in the corner of the frame of the steel structure for service hall are designed like bolted joints. The spatial rigidity of the structure is ensured by vertical wall truss bracings and horizontal roof truss bracings. The whole structure is designed of steel S355.
Autosalon in Jihlava
Mátlová, Michaela ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of my thesis was to propose two variants of the steel construction of the car showroom. The ground dimensions of the structure are 35 x 50 meters. The building reaches a height of 8.8 m above the surrounding terrain. The building consists of two parts. The exhibition part of the car showroom will be partially glazed and also includes office space. The second part is the adjacent car workshop. The variants differ in the construction of the enclosure of the exhibition part of the car showroom. The work includes two static designs of the supporting steel structure of the car showroom. The winning variant of the frame construction a solution of selected details and drawing documentation.
Load-bearing structure of sport hall
Králíček, Jiří ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.

National Repository of Grey Literature : 253 records found   1 - 10nextend  jump to record:
See also: similar author names
11 PEŠEK, Ondřej
2 Pešek, Oldřich
2 Pešek, Ondřej Matthew
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