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Roofing of Athletic Hall
Potůčková, Simona ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of this diploma thesis is a design of two versions of bearing roof construction of the athletic stadium in Brno and a smaller side roofing of changing rooms. The building has rectangular plan of dimension 67 x 102 m and the side construction has also rectangular plan of dimension 61x 8 m. The minimum height is given by requirements of various athletic sports. Material used for the main construction is steel strength class S355 and for the side construction it is steel strength class S235. All the calculations are according to valid norms ČSN EN.
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Watchtower in Brno Kohoutovice
Komárek, Ondřej ; Bajer, Miroslav (referee) ; Barnat, Jan (advisor)
The main aim of my master´s thesis was to design a load-bearing steel structure of the lookout tower situated in Brno-Kohoutovice. The height of the load-bearing structure is 35.5 m. My design comprises two different engineering solutions. Solution A is a lattice space frame whereas Solution B works with continuous columns with vertical bracing. For further development, Solution A has been chosen. The proposed structural material is the S355 steel. My thesis includes an engineering report, a statics analysis and drawing documentation.
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Winter Stadium in Olomouc
Tomčíková, Lucie ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content of the bachelor thesis is static verification and the desing of two options of a roofing of the winter stadium in Olomouc. The object has a rectangular plan of dimension 68 x 100 m, the minimum clearance is given by requirements of the operation of winter sports. Steel construction is made of steel strength class S355. The calculations are made according to valid norms ČSN EN.
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Steel Structure of Observation Tower
Virág, Patrik ; Pilgr, Milan (referee) ; Hron, Lukáš (advisor)
The subject of the diploma thesis is design and structural analysis of loadbearing steel structure of observation tower, which is located southeast of Černá Hora, township Blansko. The design is processed in two options. Parts of the thesis are engineering report, structural design report for both of the options and graphical documentation in specified range. The structure’s height is 25.3 m and maximal ground plan dimension is 6 x 6 m. Steel grade S355 was chosen as main material. The sub-objectives of the structural analysis are load effects calculations (permanent load, imposed load and climatic load), entering of loads to the calculation model and calculation of internal forces and deformations. An assessment of the supporting elements and selected joints is also included. There are dynamic design features considered in the calculation. All calculations were performed in accordance with valid ČSN EN standards.
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The Multipurpose House in České Budějovice
Špačková, Eva ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
The subject of this thesis is the design and assessment of the supporting structure multifunctional building in the Czech Budejovice . The construction of a sphere with a maximum diameter of 30 m and a height of 19.5 meters the highest point . The supporting structure consists of curved ribs , elevator shaft and ceiling beams . The structure is designed in 4 versions . Two variants are made of steel, the third option is wooden and the latest version solves a combination of wood and steel. In the variant selected is done loading , ultimate limit state, serviceability limit state , fire resistance and compounds selected details.
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Numerical modeling of wind load on photovoltaic panels
Zajac, Zbyněk ; Vlk, Zbyněk (referee) ; Martinásek, Josef (advisor)
This bachelor’s thesis deals with wind loading on photovoltaic panels installed on a flat roof. Numerical calculation was made for a fictitious building. Photovoltaic array was installed according to the general principles. Wind load on the array was applied in different directions in order to calculate the highest value in the area. Calculation and interpretation of results were done in ANSYS. Results were compared with coefficients given in the Dutch standard NEN 7250. This standard is not part of European standard.
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The Viewing Tower in South Moravia
Turková, Martina ; Bajer, Miroslav (referee) ; Šmak, Milan (advisor)
This master’s thesis deals with the design and static assessment of a lookout tower in The Brno Zoological Garden situated on the hill called Mniší hora. The construction of the lookout tower is meant to be of a circular ground plan and its overall height is 31 m. The construction was designed in two variants. For both methods was used a combination of steel and solid or glued laminated timber. For detailed elaboration was selected only one variant. The lookout tower was assessed in a Scia Engineer 15.1 software.
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Static and dynamic assessment of an outlook tower construction
Valíček, Jan ; Kala, Jiří (referee) ; Salajka, Vlastislav (advisor)
This thesis deals with static and dynamic analysis of an lookout tower construction. For dynamic analysis a computational model in ANSYS software is created. Static analysis is performed by Scia Engineer software. Both of this software use finite element method. It is also focused on wind load determination by Eurocode 1, structural factor calculation, modal analysis and vortex shedding. Verification of selected parts according to Eurocodes is included.
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Load-bearing structure of lookout tower
Zýbalová, Veronika ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The object of the master's thesis is the design and assessment of the load-bearing structure of the lookout tower on the Výzkum hill in Bílé Karpaty. The structure is made of glued laminated timber and steel. Two solution variants are proposed. Both variants are spatial truss structures of an hourglass shape. The difference is in the floor shape. The first variant is of hexagonal shape and the second one is of square shape. Both variants were created and assessed in a software Dlubal RFEM and then compared. For more detailed processing, the first variant with a hexagonal plan was chosen. Structure of lookout tower is 36 meters high. In the widest section the structure is 10 meters wide and in narrowest section 7 meters wide. The viewing platform is located at a height of 31,5 meters.
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