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Hangar
Matějková, Pavla ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
Diploma thesis contains a design of steel load-bearing structure of a hangar placed in Brno-Medlánky. The ground dimensions are 40.0×44.0 m, the height of the building is 10.0 m. Two preliminary variants of the design solution were processed; main difference is the shape of the truss girder. Both variants were assessed for a combination of seventeen load cases. The comparison of the variants led to the selection of the final variant, which was assessed in detail. The girder truss in this variant is an arched truss, the height of the truss is 1.5 m, the individual elements are made of square hollow sections. A detailed static calculation was performed including the calculation of joints, drawing documentation and technical report. The main construction material is S235JR steel.
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Planetarium in Brno
Revayová, Veronika ; Pilgr, Milan (referee) ; Pešek, Ondřej (advisor)
The design of several variants of the structure of the planetarium in Brno is the subject of the diploma thesis . The building has a ground plan size of 30x30 meters. The main supporting material is S235 steel. The bearing structure of the object consists of columns, joists and beams. The bearing structure of the dome consists of a spatial structure, which is formed as a half-globe above the diameter of 18 meters. 3 versions of this dome have been processed. The resulting design is Geodetic Dome. Part of the work is an assessment of the main structural elements and selected details. The Scia engineer 2016 version 16.1.3033 was used to calculate internal forces.
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Cast-in-place tank
Laurinyeczová, Erika ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The thesis deals with the analysis of a reinforced concrete digestate tank. The tank is built as a semi-underground construction. The roof is designed as a reinforced concrete dome, which is prestressed in a circular beam with prestressing cables - monostrands. The calculation of internal forces were performed by the software SCIA Engineer. The structure was assessed for the ultimate limit state and the ultimate serviceability state, in terms of watertightness for the width of cracks.
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Shopping Gallery
Žák, Ondřej ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
Master's thesis addresses the design and assessment of the load bearing structure of the shopping gallery. The building is designed as a three-storey rectangular plan with a flat roof. The structure is composed of steel frames and composite steel and concrete slabs. There are proposed two possible solutions - variant with a flat roof and direct central gallery, a reinforced rigid steel frames and a variant with a cupola roofed circular inner atrium, solidified with rods.
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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.
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The experimental family house
Švorcová, Barbora ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The subject of the bachelor thesis is the design of an experimental residential house. The proposed structure has the form of a free-standing dome, which covers a building located inside. The area around the building under the dome creates space for an unconventional winter garden. The construction of the roof was designed and assessed in terms of geometry in two variants, in the shape of a geodesic and ribbed dome, with diameter 24 m and height 12 m. The considered material of the ribbed dome is glued laminated timber. In addition to the wooden one, the geodesic dome was also designed in a steel variant. Within the bachelor‘s thesis, the structural load, limit states and design of the main joints were dealt with. The house under the dome was considered in the form of a study of possible designs. In addition to the traditional light-frame construction, a structure made of panels of cross-laminated timber was also assessed.
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The botanical pavillion in Jihlava
Kuchtová, Ludmila ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The aim of this diploma thesis is to design a load-bearing structure of the botanical pavillion in Jihlava. The construction is designed as a variable structure of both steel and timber. Each solution has a different type of ribs. The layout is a hexadecagon with maximum dimension of 30 meters. The height of the building is considered to be 10 meters.
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Load bearing structure of an exhibition pavilion
Gábor, Lukáš ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The bachelor’s thesis contents design of steel construction exhibition pavilion in the shape of a dome with plan diameter of 36 meters and height of 12.67 meters. The pavilion is designed for the Brno site. The main load bearing structure consists of spatial construction dome made of tubes connected on spherical steel joints. Design was based on the shape of Schwedler’s dome. In the static calculation there are designed and assessed all bars of spatial structure. Also pin bearing, base plate and connection on spherical steel joints were designed and assessed. The thesis includes design documentation which consists of composed overview drawing and drawing of selected details as well.
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Design and Analysis of Structure of Spherical House
Kolodzej, Ján ; Zídek, Rostislav (referee) ; Frantík, Petr (advisor)
This bachelor thesis is dedicated to designing of two different versions of the construction for a spherical house. The design was developed upon an interest of the investor, with whom were both versions also consulted and is supposed to lead to an actual project and realization. The two versions will differ in usage of building materials and the construction geometry.
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