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Steel structure of library
Karlíková, Magdaléna ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The topic of the bachelor thesis is a design and check of a load-bearing steel structure of a library. The structure is located in Nivnice and it’s ground dimension is 24 x 30 m. Its height, including the attic, reaches 6 m. The building is designed as a single hall, whose ceiling structure is a lattice grate with 1 m height, which is supported by 16 columns. These columns are at an 34 degree angle, which helps with rigidity of the structure. Another element ensuring the rigidity are the ceiling bracings, which are located around the perimeter of both upper and bottom lane of the grate. Roof cladding is attached to the beam of the upper lane in just one direction and the wall cladding is attached to both lanes. Structure is made out of steel S235. Thesis includes the assesment of the main load bearing structure elements, it’s details and drawing solutions.
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Metro station roofing
Filip, Radim ; Štrba, Michal (referee) ; Horáček, Martin (advisor)
The subject of the bachelor's thesis is the design and assessment of the steel supporting structure of the metro station roof. The roof is designed as a cylindrical surface. The building is designed for the Brno–Veveří location. The dimensions of the roof are 50.23 x 21 m, height 3.65 m. The structure is made of rectangular hollows, which are welded. It creates the network of equilateral triangles in the plan. Cladding is designed from glass panels.
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Steel lookout tower
Šenk, Josef ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of the master thesis is a design and an assessment of a steel construction of a lookout tower. The lookout tower is located on the top of a hill near to village called Senetářov. There were designed two different options. The first one has a plan in the shape of hexagon, which is rotated on each floor. A plan of the second option is in the shape of rotational hyperboloid. Both options were assessed and compared, and the first option was chosen to be developed in greater detail. The total height of the lookout tower is 31,2 metres and the maximum dimension of the plan is 6,9 metres. The whole construction of the lookout tower is designed from steel grade S235 J2.
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Railway station roofing
Kašpír, Filip ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The subject of this bachelor thesis is the design and assessment of a railway station roofingin the city of Brno. The new layout solution takes into account the current dimensions of the railway station. Ground plan dimensions of the structure are 76x205 m with the maximum height of 14,6 m. The main load-bearing part of the roof structure is represented by a truss, which has the shape of an double arch. The truss is latticed. With an axial distance of the upper and the lower belt of 2.0 m and axial distance of the trusses of 6.0 m. Spatial rigidity is ensured in the transverse and longitudinal directions by stiffeners, which are distributed symmetrically. The diploma thesis contains a static calculation of purlins, truss and of joints. The whole roof structure is then clad with panels.
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Production hall with office building
Mihaliak, Ladislav ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The aim of this diploma thesis is the design of a steel-concrete structure of an office building and steel production hall located in Šamorín (SK). Plan dimensions of the office building are 30 x 15 m and the height is 12.0 m. Main structural the material is steel S 235 and concrete C30/37. The supporting structure is made up of columns and beams and ceilings. The axial distance of the columns is 6.0 m (5.0 m). The floor plan dimensions of the production hall are 30 x 60 m and the height is 10.2 m. Inside the factory hall is a crane track. An analysis of two variants of the support system solutions was performed production hall. The first variant is a structural system with a rigid frame. They are in the second variant used lattice trusses. By comparing both support systems, the amount was determined used steels for both variants. Subsequently, there was a variant with a rigid frame elaborated including static calculation and drawings. It is worked out static calculation of the main supporting elements of the structure. Calculations were make in accordance to currently valid European design codes.
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In the Name of Socialism, in the Shadow of the Monarchy: Post-War Monument Care in Central Europe
Bachtík, Jakub ; Johanidesová, Tereza ; Uhlíková, Tereza ; Giustino, Cathleen ; Sklenář, Michal ; Novotný, Michal ; Mahringer, Paul ; Lövai, Pál ; Spikić, Marko ; Janatková, Alena ; Meulen, Marcus ; Horáček, Martin ; Gaži, Martin ; Furkert, Alf ; Kovařík, David ; Radostová, Šárka
The collection of studies on the history of post-war monument care is based on the international conference Monuments and monument care in Czechoslovakia and other Central European countries during the second half of the 20th century, which took place in the spring of 2021. Selected contributions by authors from the Czech Republic, Germany, Austria, Croatia or Hungary map the institutional development of monument care in the countries of the former Habsburg Monarchy, a significant part of which was located on the eastern side of the Iron Curtain. The book thus offers not only a valuable comparison of the various systems of monument care within Central Europe, but also unusual material on the history of post-war European totalitarianism.
Fulltext:  PDF
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Roofing of the grandstand in Pohořelice
Horníčková, Kateřina ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
This bachelor’s thesis deals with the design of the steel structure roofing of the grandstand in Pohořelice. The plan dimensions of the structure are 19,35 x 5 m, the height is 3,35 m. The main load-bearing structure is a curved L-shaped frame with variable cross-section. Stability is complemented by couplings in vertical and roof planes. There are two braced bay. The roof structure is placed on wooden purlins. The construction material is steel S235 and wood class C20.
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Botanical greenhouse
Orságová, Martina ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The thesis deals with design and structural analysis of the botanical greenhouse constructed from steel members. Greenhouse is situated in Zlín. Footprint of the building is 20x38m with 15m height. Structure is made from 7 steel trusses connected by hinges to pad foundations with are 6m apart. Trusses are connected via purlins and girts. General stiffness is provided by traversal and longitudinal truss bracings. The object is single nave hall with curved roof. The façade is made from glass rectangles.
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Steel structure of heliport
Kuttelwascherová, Olga ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The main subject of this bachelor’s thesis is the design and static analysis of the freestanding steel structure of heliport in the hospital complex in Šumperk. The landing area has an octagonal shape and is 17 meters high above the ground. The main bearing structure consists of truss girders, which are supported by eight columns. Most of the bearing elements have a circular hollow cross-section. The spatial stability is ensured by the truss bracings. Members of the structure are from the structural steel S355. The internal forces and deformations were calculated by software Dlubal RFEM. The thesis also includes a technical report and a drawing documentation.
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Multifunctional multi-storey building
Kántor, Albert ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this thesis is a design of a multifunctional multi-storey building consisting of six floors which is located in Česká Třebová. The floor dimensions of structure are 56,5 x 26,5 m and its height is 22,150 m. The building is covered with green roof. The mail load bearing structure consists of primary beams, secondary beams, columns and vertical bracing. The floor structure is designed as a composite steel and concrete structure. The spatial rigidity of the structure is secured with vertical bracing and rigid concrete roof slab. Main used materials are structural steel S235, S355 and concrete of grade C25/30.
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