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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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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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Glasshouse
Sejbalová, Kateřina ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
This master thesis deals with design of a load-bearing steel structure, i tis located in ZOO Zlín areal. The building serves as a glasshouse. It is a single-storey building with circle plan, 39,04 m diameter and 15,63 m height. Space construction follows spherical cap of a sphere with diameter 40 m. Variant A building is design as a fuller dome. Variant B building consists of hexagons, which are getting smaller with height, at the upper part is the hexagonal geometry cancelled and geometry made from triangles follows. This thesis contains design of a pedestrian bridge, which carries all technical loads. The thesis contains static report of the beams a design of main joints.
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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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Riverside House
Kučavík, Patrik ; Kopec, Jakub (referee) ; Vítek, Jiří (advisor)
Business Moves East is a place to work and relax not only for a direct residents and residents of wider London but also to people from all over the world. This is an opportunity for international businesses and entrepreneurs to present themselves in a strategic location. The largest building is the exhibition Expo hall including also other relevant functions. Another object is a smaller exhibition hall, that, in addition to exhibitions, allows organizing concerts, special events, conferences and other cultural events. This is followed by a cell-based building that serves a long-term presentation of companies and individuals in the form of showrooms and open studios. Shared offices in the southern part of the premises are primarily designed for people using airport services and residents who are tempted to work in a dynamic campus environment. The whole area sits on the market.
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Baroque domes and the St. Francis of Assissi Church in Prague
Sýkora, Petr ; Oulíková, Petra (advisor) ; Pučalík, Marek (referee)
This bachelor thesis focuses on the St. Francis of Assissi Church in the Old Town of Prague as a building with the first true dome on a drum, constructed by Jean Baptiste Mathey who was originally a painter. Thanks to him Prague got a building that is architecturally as significant as Rome's St. Peter's Basilica. The thesis also researches the attempts to emulate Roman architecture. Architects active in Bohemia had been trying to construct a dome over the nave from the beginning of the 17th century. However, they only accomplished a true dome with the arrival of Mathey. Even Carlo Lurago, who was the best-known architect of the time, didn't succeed to place a dome over the nave, although he tried it on many buildings. Giovanni Domenico Orsi, on the other hand, managed to include a dome-like shape in his buildings, but many of his projects didn't survive to this day or remained on paper. Besides the St. Francis Church itself, this thesis also deals with Roman inspirations. The construction of this church wouldn't have been possible if Mathey hadn't brought with him from Rome the latest knowledge about Roman architecture and buildings being constructed back then. He was undoubtedly influenced by Carlo Rainaldi and other outstanding Roman architects who were active at that time.
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Trade House
Čierny, Juraj ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The aim of this diploma thesis is a design of the multy-storey steel structure with a wooden dome structure of the shopping centre in city of Banská Bystrica, Slovakia. Minimum build-up area is 2 000m2. Minimum number of storeys is set at 2. Steel structure is composed as a frame construction with composite steel-concrete ceilings. Building has 2 storeys at all. Wooden structure of dome is composed by glue laminated curved beams. The structural design and analysis is performed by software SCIA Engineer 15.
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Trade and Exibition hall
Erban, Jakub ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The Master´s thesis is focused on the design and structural analysis of the hall serving for businnes and exhibitons purposes that is strained by the permanent load, climatic and operational load. The construction is located in the area Opava. The hall is designed as intersection of two domes. The diametr of smaller one is 38,0 m and diametr of bigger one is 50,0 m. Maximum high of the construction reach 15,150 m. The main carrier elements of the structure are beams made from glued laminated timber, class GL24h.
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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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