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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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Exhibition pavilion
Zogata, Pavel ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The ground plan dimensions are 30 to 36 metres and construction height is 12 metres. The construction is designed for the district of Brno city. There are the following main load bearing structural elements designed and examined in the structural analysis: the solid purlin, panel grider, sway frame, sway bracing and the cross link created by solid columns along with panel girder and column base. The thesis includes documentation composed of layout drawing, cross section, drawing of production and drawing of selected details.
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Exhibition pavilion
Bystrianská, Kateřina ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
This Bachelor´s thesis describes the design and assessment of steel structure of exhibition pavilion in Brno. The supporting structure of pavilion is 30,5 m span, 53 m lenght, clear hight at the highest point is 13,27 m. Main construction material is steel, grade S355. The supporting structure consist of columns and arched trusss girders. The distance of each cross links is 5 m. It is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.
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Supporting structure of exhibition pavilion
Novotný, Petr ; Štrba,, Michal (referee) ; Röder, Václav (advisor)
This bachelor thesis focuses on the design and stress analysis of the steel construction of an exhibition pavilion in Brno which utilises tensegrity in its load-bearing system. It also includes the assessment of the main load-bearing construction elements and of the details of selected connections. The thesis also contains the design documentation of the building.
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Brno Trade Fairs Future
Kousal, Petr ; Hybská, Bohumila (referee) ; Sedláček, Michal (advisor)
Brno will continue to be the city and the centre of the fairs. The historical part around the pavilion A is opened to public and the fairs are concentrated around the pavilion Z, where a new city entrance is planned within a linear park, also a new pavilion and a superstructure with residence of BVV is planned. Newly, the terminal Lipová is designed with the cableway station, which is not only an attraction over the valley of Pisárky, but also represents a form of transport to the campus Bohunice and back to the trade fair center. The design of an exhibition pavilion is situated in a part of Brno-Pisárky, in western area of BVV. The Pavilion contains an exhibition hall and an entrance edifice on a new axis directed from an Anthropos over an superstructure on a significant pavilion Z. The entrance edifice in a central of pavilion is surrounded by exhibition area and its centre is plaza with natural woody plants and colonnade. Entries are leaded on galleries on this level. Galleries are opened into the exhibition hall. A restaurant has a specific view on the dominant-pavilion Z. A visitor goes through the plaza and descends on monumental stairs to the pavilion Z into area of BVV in a primary direction. The visitor descents from the plaza over each galleries to the exhibiton area in a secondary direction. The proposal offers to the visitors and exhibitors not only gathering outdoor relaxation area on the plaza, but moreover interesting experiences from galleries. The total built area of the pavilion is almost equal to the exhibition area, because the design creates the entry level on the third floor. The new building meets the requirements of modern exhibitions and will be used for social and educational events - balls, weddings, conferences, cultural events - concerts, theater, opera performances and sports events. The Pavilion will be visited by inhabitents of all ages not only from Brno, from near and distant surroundings, but also by visitors from abroad.
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Steel construction of an exhibition pavilion
Wawreczka, Karel ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The aim of diploma thesis is to design steel roof structure of minimum dimensions 45 m x 50 m and minimum height 12 m. The plan of the building design has dimensions of 52,14 m x 70, 00 m and height is 18,68 m. The roofing was design as 3D truss girders with two lower chords and one upper chord. The shape of 3D truss girder consists of three circular arcs of radius 69,88m, 12,43 m and 33,45 m. Between main girders is 3D bracing. The structure is pin-supported.
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Structure Design of Exhibition Pavilion
Ruček, Martin ; Šmak, Milan (referee) ; Hron, Lukáš (advisor)
Concern of my thesis is to design the main load carrying structure of an exhibiton pavilion. The pavilion itself has circle shaped footprint, 55 m in diameter. Height of the building is then 15 m. The main structure consists of planar truss elements with generally curved upper and lower chords. The web of main truss element is designed as a perforated steel wall. Structural analysis and dimension design of main truss element is realised via axis model with rigid nodes, and verified on an accurate numerical model of a truss with web modelled as a perforated steel wall. Building is designed to be situated at exhibition area of Olomouc city. Design involves all the critical cross sections, and also selected mounting joints.
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Load bearing structure of an exhibition pavilion
Janíková, Dita ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The grand plan dimensions are 36 to 36 metres and construction height is 9,5 metres. The construction is designed for the district of Brno city. In the structural anlysis there were the following main load bearing structural elements designed and examined: the solid purlin,solid side runner, panel gridertrusses,bracin and solid pillars. The structure was designed to fulfill the particular functionality but also the aesthetic and economic aspects. The thesis includes design documentation composed of layout drawing and drawing of selected details.
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Exhibition hall steel structure
Selyvonenko, Ivan ; Pilgr, Milan (referee) ; Brosch, Petr (advisor)
The subject of the diploma thesis is the design and structural analysis of an exhibition hall. The building is located in Brno city. The dimensions of a floor plan are 121,8 m x 66,5 m, the height is 17,75 m. The load-bearing structure consists of arched truss girders, which are pin-supported by fixed columns. The distance between main trusses is 8,7 m. The supporting part of the roof deck consists of solid-purlins. Spatial rigidity of the structure is ensured by cross bracing and longitudinal bracing. All structural members are made of rolled steel profiles and are designed according to current ČSN EN standards. Steel S355 is used as the construction material. This thesis consists of structural design report of main load bearing elements including connections design and drawings.
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Brno Trade Fairs Future
Beltiukov, Ilia ; Hybská, Bohumila (referee) ; Sedláček, Michal (advisor)
The architectural project of Exhibition Hall is located in a part of Brno-Pisárky, in northern area of BVV. The objective of the land-use planning and architectural proposal was to integrate the Hall in proximity to the second entry of BVV. The pavilion is situated on the primary northen axe, which perpendiculary join the pedestrian bridge. The binding foot-bridge is used for path between the entry of BVV and the western entry into the exhibition section. Surrounding the building is situated green park. There are open areas for pedestrian, tree-hemmed paths and relaxation spots around the entire building. The exhibition hall combines four basic parts: the western entrance connected with the pedestrian bridge, public part, storage part and the multi-purpose exhibition space in between. There are two-floor restaurant and snack bars with an open view to the south part of BVV, in particular to the Hall Z. The pavilion was concieved as a ruled rectangular volume. The creative proposal was to involve the ruled surface geometry, which is formed by connecting two curves with a series of straight lines and covers the entire building. The outer curtain wall is implied «the Curtains», reveals a lightness and airiness by dynamic effect. Geometrical curved profiles clearly point the basic entry spaces outside the exhibition hall. The western entry section allows two different points of entrance: from the pedestrian bridge to the first level and from the ground level. In time of trade fairs there are possibilities to use industrial doors along northern and southern elevations as a secondary entrances. There is a lobby space with the monumental staircase in the centre of public section. The circular shape of staircase rises towards atrium. A collaboration of atrium and natural lighting optically extends and makes easier the foyer space. In addition to the trade fairs, the multi-purpose exhibition hall permits diverse possibilities of using – in time of cultural and sports events u
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