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Aquapark
Vincour, Jan ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
Object of Diploma thesis is the structural design of a load bearing structure of the aquapark in the Brno area. The main structure is designed as lamella arch on the cylindrical surface with one curvature with 30 m span and 4.5 m camber. The structural material is glue-laminated timber with inner steel plate joints.
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Survey and Diagnostics of Building Construction
Černý, Jan ; Komárková, Tereza (referee) ; Anton, Ondřej (advisor)
This bachelor thesis deals with the issue of diagnostic exploration of the railway vault bridge on the track section 2201 Nezamyslice - Olomouc hl. n., a registration kilometer of 69,982, also known as the "Vysoká pivínská klenba". In the theoretical part is described the problems and the systematicity of diagnostic methods for masonry structures. The practical part focuses on the processing and evaluation of the diagnostic survey, which results in determining the material properties of the structural elements.
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The new synagogue in Frýdek-Místek
Hanousek, Ondřej ; Baranyai, René (referee) ; Dulenčín, Juraj (advisor)
The thesis deals with a hypothetical project of a new building complex of a synagogue, a kosher restaurant and a community centre at the location of the former synagogue in Frýdek. The proposal includes a memorial of the destroyed synagogue and Jewish community, as well as the incorporation of the complex into the urban structure of the city. The project proposes a building distributed into three volumes. The restaurant and community centre are connected by an underground garage within a U-shaped floor plan. The buildings are axially symmetrical, white, with expressive rhythmical perforations of the facade. They surround the building of the synagogue in the shape of a seven-sided pyramid, which is clad with blue tempered steel and creates a strong contrast with the associated buildings. The whole complex is oriented towards the park and the chateau in Frýdek, from which it is clearly visible and thanks to its distinct volumetric and material expression and axially symmetrical composition creates a new landmark for the city.
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Arch bridge across the valley
Velešík, Marek ; Zlatuška, Karel (referee) ; Nečas, Radim (advisor)
The main focus of this master thesis is the design and assessments of the bridge structure consist of a stress ribbon supported by a steel arch. Three preliminary studies of pedestrian bridges above the valley were created and the one with semi-through deck supported by arch through cables was chosen to detail processing. This thesis includes a chapter, which deals with finding the ideal shape of arch. The computational beam model for the analysis of the structure was created in software Ansys Mechanical including the construction stages. The correctness of the computational model was verified by the secondary model created in the software Midas Civil. For evaluation of the structure in crosswise direction was created slab model in software Midas Civil. The structure was evaluated considering the ultimate serviceability state and ultimate limit state according to currently valid standards. The thesis also includes dynamic analysis.
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Steel structure of multi-storey building
Podešť, Jakub ; Štrba, Michal (referee) ; Balázs, Ivan (advisor)
This diploma thesis deals with the design of a steel structure of a multi-storey building in the locality of Opava. The proposal is developed in two variant solutions. Variant 1 has ground plan dimensions of 37,5 m x 37,5 m and a height of 47 m. The variant 2 has ground plan dimensions of 45 m x 45 m and a height of 49,5 m. The modular size of the fields is 7,5 m x 7,5 m. The main supporting structure is made steel columns and beams, ceiling construction with composite steel and concrete joinst and roofing of arched laminated timber. The stability of the structure is ensured by vertical and roof bracings.
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Kuřim tennis hall
Křivánek, David ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
This bachelor thesis deals with the design and assessment of the steel structure of a tennis hall, which is located in the town of Kuřim. Floor plan dimensions are 40x84 m and construction height 16 m. The roof structure is designed as a purlinless system. The structure consists of 15 main trusses formed by arch trusses over an axial distance of 6 m. Spatial rigidity of the structure providing sway and longitudinal bracing. The trusses are interconnected by a system of longitudinal braces. The gable columns are pin-supported to the truss and do not transfer the load from the roof structure. The anchoring of main trusses and gable columns is designed as articulated with the base plate.
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Bitcoin volatility estimation
Bařina, Petr-Lev ; Pavláková Dočekalová, Marie (referee) ; Luňáček, Jiří (advisor)
Tato bakalářská práce se zaměřuje na ekonometrické modelování a predikci volatility Bitcoinu. První částí práce je teorie statistických vlastností časových řad a modely interpretující tyto vlastnosti. Praktická část je zaměřena na modelování, predikci a hodnocení přesnosti predikcí. Klíčovými modely jsou model klouzavého průměru, autoregresní model, ARCH a GARCH. Poslední částí je shrnutí výsledků a návrhy na zlepšení.
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Static verification and alternative design of steel structure of winter sport stadium in Znojmo
Strnadlová, Kateřina ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The subject of this thesis is the recalculation and alternative construction design of roofing winter stadium in Znojmo. The building has a rectangular plan with dimensions of 84 x 63 m. The existing roof structure consists of truss purlins and main truss with parabolic chord, which are carried out by a pair of steel arch with a span of 84 m. The new design is processed in two options. The first option is the structure formed by triangular arch truss girder with truss purlins. The second option is a steel lamellar vault formed by vierendeel beams. After evaluating the design options was for a detailed solution chosen the first option.
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Road and tram bridge
Vošček, Martin ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The subject of this Diploma Thesis is to develop different alternatives of the road and tram bridge. It is a river bridge with the length of 52,5 m. There are compared two proposals, while in the first proposal it is an arch bridge with the tension bars. The second proposal which is also finalized as the winning proposal is the truss structure. Both proposals have composite deck. The structure is designed from steel S355 and concrete C35/45. The load bearing structure is designed in accordance with applicable technical standards.
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The Municipal Baths
Škůrek, Josef ; Šamalík, Zdeněk (referee) ; Ruller, Ivan (advisor)
Treated area is situated in a part of Stare Brno (between the Voronez hotel and Svratka river). The area is intersected by the delivery tracks (leading to the fair area). This tracks markedly influence the concept of the groundplan design of the project (especially in the southwest part). The volume of the baths respect the streetline of Rybarska street and Porici street and formally finishes the block row of these streets.
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