|
|
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.
|
|
| |
|
|
Multipurpose load-bearing timber hall structure
Matuška, Martin ; Sýkora, Karel (referee) ; Straka, Bohumil (advisor)
This Master’s thesis is focused on the design and structural analysis of load-bearing structure of a multipurpose hall that is strained by the permanent load, working load and climatic load. The hall has the shape of an elliptical dome. Maximum margin of the structure is 60,0m and maximum height is 18,0m. Main carrier elements of the structure are radially arranged curved beams made of glued laminated timber, class SA(GL24).
|
|
|
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.
|
|
|
Planetarium
Sokolová, Eva ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The master’s thesis object is to create a design of a load carrying steel structure planetarium. Its ground plan dimensions are 36,1 x 49,0 m. The planetarium hall’s roof is designed with system of trusses and purlins. The projection hall’s roof consists of ribbed cupola with radially arched ribs. The stiffness of the whole construction is ensured with bracings. The walls of the whole object are composed of columns, rails and bracings.
|
|
|
Roman spa - sauna world
Trávníček, Jiří ; Myslín, Jiří (referee) ; Dýr, Petr (advisor)
The subject of this thesis is an architectural study of Roman spa and sauna world that connects seamlessly to a specialized atelier with theme Aquacentre - "Water Temple" Brno. The project is located to the upper floors front cupola waterpark, which is composed of monolithic reinforced concrete skeleton and its building envelope brings arched laminated wood trusses. The main task was to create the interior space. The source of inspiration was the whirlpool, which is transcribed into the design of furniture.
|
|
|
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.
|
|
|
The structure of a planetarium in Šumperk
Nosková, Denisa ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The subject of this bachelor thesis is the design and the review of a planetarium framework over the circular ground plane. The frame is considered as hemisphere shaped with a diameter of 26 meters. The dome concept is designed in several variants, such as Schwedler dome -first grade, second grade and modified, as well as a geodesic dome and Föppel dome. Each of the variants is designed of steel and of timber made of laminated wood.
|
|
|
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.
|
|
|
Securitization - Analysis and Implications
Maťašová, Dominika ; Komárková, Lenka (advisor) ; Myška, Petr (referee)
In the present work we study the securitized products of ?financial markets with focus on collateralized debt obligations and the impact of fi?nancial crisis on the markets in the world. First part the thesis is focused on the methodology of the reasons behind launching these products, the portfolio, tranches and further on mechanisms how these structures are working. In the second part the thesis teoretically describes the valuation methods for which the Markov chains and copula functions are used. Further on follows the practical part with output from the quantitative analysis and at the end the thesis describes the impacts on economics of di?fferent countries and practically introduces the stress testing as the precaution tool.
|
guest ::
