National Repository of Grey Literature 84 records found  previous11 - 20nextend  jump to record: Search took 0.01 seconds. 
Exhibition Pavilion
Shánělová, Lenka ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
The Master´s thesis contains design of steel construction of exhibition pavilion, which is consists of columns, dome, lantern and suspension footbridge. Building will be intended for organizing exhibitions and conferences by town Trutnov. Two models of variants of dome´s construction are drafted in this work– Schwedler´s and Föpple´s dome. Models are space tubular structures.The work contains static assessment of spatial structures and spherical steel joint in program SCIA Engineer for both variants. Hand assessment of bars, basic details and anchoring, technical report and drawing dokumentation are drafted for selected variant construction with Schwedler´s dome.
The roof structure of a multipurpose hall in Poděbrady
Houška, Daniel ; Puchner,, Josef (referee) ; Šmak, Milan (advisor)
The aim of this the bachelor thesis is a design of the supporting steel structure of the roofing for the multi-purpose sports hall in Poděbrady. Since a wide range of sports will be played in this sports hall, its layout and ground clearance are proposed accordingly. Prefabricated bleachers, which were not the solved in this thesis, will be part of the hall. Supporting facilities for the hall are located in the nearby buildings. It’s a single steel rectangular hall with a cylindrical roof. Curved beams were used as supporting elements. The beams will be filled with rods installed in a perpendicular system. For a structural analysis Sci Engineer 2011.1 was used. Selected elements were assessed by manual calculation.
The Riding Hall in Český Těšín
Junková, Karolina ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The subject of my diploma thesis is to design timber and steel variants of riding hall. For static assessment was chosen timber. The hall is a one nave building. The dimensions of ground plans is 35,0 m x 75,0 m and the hall is 11.70 meters high. The load-bearing was formed by a curved glue laminated timber trusses. The building is located in Český Těšín, climate loads are designed for the area. The calculation were made in accordance with the Czech technical norms ČSN EN.
Design of anchor for general aviation aircraft
Buchta, Adam ; Löffelmann, František (referee) ; Sklenář, Filip (advisor)
Aim of my bychelor’s thesis is to, based on existing anchoring instruments from aviation industry and other fields, design an anchoring instrument, that would exceed or improve qualities of existing anchors in some way. Another ralated aim is to understand the working mechanism of such anchoring systems and also work out a procedure of testing of ground anchors.
Shopping centre entrance area
Čech, Ondřej ; Sýkora, Karel (referee) ; Brosch, Petr (advisor)
Diploma thesis describes the design and assessment of roof structure that covers entrance of the shopping center. Structure has an irregular floor plan and roof height is 16.5 m. The material of the structure is steel S355. The construction is located in Hradec Kralove. Two options were processed that were designed and evaluated according to applicable standards. The work also includes the design of anchoring and selected joints.
Load carring structure of a riding hall
Kubíček, Michal ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
Master's thesis describes the design and check of the construction of the riding hall. Here are compared two versions the steel structure riding hall. For select version is here technical report, design calculation, statement of material and design documentation. Next is prepared specialization in the field of building construction.
Experimental and numerical analysis of strenghtened reinforced concrete member loaded to bending
Vepřek, Karel ; Láník, Jaromír (referee) ; Žítt, Petr (advisor)
Design and manufacture of test elements for experimental testing laboratory. Testing of selected mechanical characteristics of test elements. Experimental analysis of test elements in the lab, creating a mathematical model in ATENA software and static calculation. Evaluation of experimental analysis and comparison with the values of numerical analysis. Graphic comparing the results of a final overall evaluation.
Steel load-bearing structure of a sport hall
Cejpek, Martin ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The main target is to design and assess the steel structure of a tennis hall. The steel structure is rectangular shaped, single-nave, with a 24 m span and 48 m length (without hanging gable walls). An analysis of two solutions of the supporting structure was performed. The first variant is a pin-supported truss girder connected to columns fixed in the transverse direction and an alternative is a frame construction. Both variants were compared and the amount of steel was found. The selected option was developed in greater detail.
Shopping Centre
Altoff, Tomáš ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
This diploma thesis is deals with design of steel structure of a shopping centre. The object is situated in the Ostrava and has a rectangular and semicircle ground plan. The total ground plan dimensions are 72,5 x 55,0 m. The maximum height of a building is 18,75 m. The object has three storeys above ground. The material of main construction is steel grade S235. The ceilings are constructed from a steel-concrete beams. The roof above central part of the object has shape of a circular arch; above the other part of the building is a pitched roof. The design of main structures was made for two variants. The design of connections, anchorage and drawing documentation were made for the preferable variant.
The Roofing of The Multipurpose Building
Jelínková, Markéta ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
The bachelor thesis deals with the structural design of a multipurpose hall. This object is located in Česká Třebová. The dimensions of the rectangular plan are 45,6 x 61,5 m. The length of the multipurpose hall is 13,365 m. The main structural elements are made of steel grade S235. The main girders are the arched trusses which are connected to concrete pillars by pinned joints. The structure is composed of rolling sections and tubes.

National Repository of Grey Literature : 84 records found   previous11 - 20nextend  jump to record:
Interested in being notified about new results for this query?
Subscribe to the RSS feed.