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The exhibition hall in Olomouc
Ćmiel, Jiří ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
Master's thesis includes designing of exhibition pavilon on a circular platform with a diameter of 35m. The pavilon is designed as a schwedler circular dome. The construction is designed as a ball and is made of tubes. Pavilon includes designing of floors and stairs bearing system that is also made of steel.
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Multi-storey car park
Balhar, Martin ; Balázs, Ivan (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation
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The timber viewtower
Lecián, Martin ; Straka,, Bohumil (referee) ; Buchta, Stanislav (advisor)
The master's thesis deals with design and static assessment of loadbearing structure the timber viewtower on the hill Hostyn. The shape of the structure is very close oblate spheroid. Towers plan shape is a regular octagon whose outer diameter varies along the height. Tower in the footing and in the top measure 10,5 meters, at mid-height measure 6.5 meters. The height of the viewtower is 35 meters and view floor is located at a height of 30.5 meters. The main structure of tower consists outer towers curved wooden columns and interior steel column. Columns support the horizontal beams and bracing provide rigidity of the structure. The roof has a pyramid shape towers and tends to 17 °. Outer columns are designed from glued laminated wood GL24h, others carrying wooden beam are designed from solid timber C24 steel rods are designed from steel S235. Connections are solved using steel components. The work includes structural calculation, technical report and drawings.
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Napjatostně deformační analýza mostu ve Starém Městě u Frýdku-Místku
Janík, Rostislav ; Profant, Tomáš (referee) ; Fuis, Vladimír (advisor)
The bachelor thesis analyses stress and strain of real railway bridge. Construction of bridge is modelled as plane bar system. The fisrt part of the thesis deals with a research, which includes obtaining information from theory, which is necessary for the right solution of the task. Next part dedicates to analytic solution of statically determinate and indeterminate variation of structure for load by own weight and also for load during passage of the train. In the next part are the results of analytic solution verified by numerical solution in program ANSYS. In the last part is evaluated the risk of buckling for all variations of the load.
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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.
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Ultra lightweight structural design concept of a lunar habitat
Mazáč, Petr ; Popela, Robert (referee) ; Jebáček, Ivo (advisor)
This master’s thesis deals with ultra lightweight structural design concept of a lunar habitat. The beginning of the thesis is focused on basic properties of the Moon and different concept designs of lunar habitats and bases. Afterwards the main concept is introduced with defined loads followed by application of loads on the construction and design of main parts of the construction, especially design of an inflatable beam. Thesis is ended by manufacturing technology of an inflatable beam and design concept of main structural nodes.
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Roof Structure of Bus Station in Letohrad
Suchomel, Tomáš ; Buchta, Stanislav (referee) ; Pilgr, Milan (advisor)
This bachelor's thesis scrutinizes a proposal and considerations of steel bus shelter located at the Letohrad’s main bus station. The dimensions of the plan drawing are 6,4 m by 66 m while the height is approximately 4,5 m. The structure is to roof an island platform. The load-carying structure consists of a main frame of a Y shape. Roofing is supported by purlin roof. Structure’s spatial rigidity is addressed by implementing longitudinal and sway bracing. Detailed structural design is included in the thesis as well as engineering report and design drawings.
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Curling building
Nováková, Hana ; Buchta, Stanislav (referee) ; Pilgr, Milan (advisor)
Design of load bearing steel structure of a curling building. Examination of main load bearing building blocks. Examination of selected details. Drawing of disposition and selected details. Elaboration of manufactory drawings of chosen segments.
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Design of Automation of Some Steel Structures Elements
Kopeček, Josef ; Brdečko, Luděk (referee) ; Zídek, Rostislav (advisor)
The aim of the presented thesis is to create a program for automatic assessment of bolted and welded connections. The program uses procedures mentioned in the ČSN EN 1993-1-8. The comparison of the program is verified by the comparison of suitable chosen examples of analytical solution. The purpose of the program is to make the draft of bolted and welded connections more efficient.
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Shopping gallery
Richtrová, Pavla ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The aim of this theis was to design of load-carrying steel structure of shopping mall in two variations. Geometric proposal and examination of structural element was made for both of variations. Then one variant was selected for detailed elaboration of details and drawings.
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