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Stress-strain analysis of the bar system
Pop, Miroslav ; Profant, Tomáš (referee) ; Houfek, Martin (advisor)
This bachelor’s thesis deals with the issue of rod systems, which represent a special type of construction widely used in the building and mechanical industry. In the introductory part is presented a theoretical basis and methods of static solution of rod systems are described, then it is described stress of rod systems and are derived relations that were subsequently used for the calculation of the specific example. In the practical part, the thesis deals with the analytical calculation of the planar rod system in shape of a power line pylon, for which the cross-sections of the members are designed and the magnitude of the stresses and deformation displacements are calculated. For the calculation, the general method of joints was used and cross sections were designed with respect to the elastic limit state and the buckling stability limit state. At the end of the work, the results of the analytical calculation were verified with numerical solution in software ANSYS Workbench.
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The Jews of Czechoslovakia after WWII
Sušilová, Radana ; Randák, Jan (advisor) ; Kocian, Jiří (referee)
The thesis Jews in Czechoslovakia after WWII deals with the situation of the Czech and Moravian Jews after the WWII. It looks into the problems of the Jews liberated in the concentration camps and their process of repatriation and the problems, which were connected with their's adaptation to the society in Czechoslovakia. It follows the work of the Czech repatriation authorities and foreign Jewish organizations, which helped the Jews to adapt into the Czechoslovakia society. The thesis puts emphasizes on the differences between the behavior of the Jewish community in Prague and the Czech bureaus, which were obvious in the period of the return of the Jews to Czechoslovakia after the WWII. It also deals with the situation of the Jews from Carpathian Ruthenia and the Jews with German nationality, whose conditions where much more difficult.
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The timber viewtower
Lecián, Martin ; Straka,, Bohumil (referee) ; Buchta, Stanislav (advisor)
The master's thesis deals with design and static assessment of loadbearing structure the timber viewtower on the hill Hostyn. The shape of the structure is very close oblate spheroid. Towers plan shape is a regular octagon whose outer diameter varies along the height. Tower in the footing and in the top measure 10,5 meters, at mid-height measure 6.5 meters. The height of the viewtower is 35 meters and view floor is located at a height of 30.5 meters. The main structure of tower consists outer towers curved wooden columns and interior steel column. Columns support the horizontal beams and bracing provide rigidity of the structure. The roof has a pyramid shape towers and tends to 17 °. Outer columns are designed from glued laminated wood GL24h, others carrying wooden beam are designed from solid timber C24 steel rods are designed from steel S235. Connections are solved using steel components. The work includes structural calculation, technical report and drawings.
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Design of Steel Structure
Svoboda, Radek ; Vlk, Zbyněk (referee) ; Zídek, Rostislav (advisor)
Topic of the master’s thesis is design and assessment of steel construction of the industrial building used to glass sand treatment. The building has the top view dimensions 12,0 x 12,0 m and roof ridge height 15,6 m. Disposition if the individual elements was designed according to conditions of the technology and production process. The thesis focus on creating of computational model and assessment to ultimate and serviceability limit states of individual elements. Further thesis contains of design and optimisation of some joints.
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The Steel Structure of Sports Center
Dežerická, Lucia ; Pilgr, Milan (referee) ; Hron, Lukáš (advisor)
The bachelor thesis deals with the design and static assessment of steel structu-re of sports center. The object has a rectangular ground plan with lenght 56 m, width 36 m and height 14 m. The object is situated in Brno. The supporting structure is made up of cross links, which consist of 11 lattice arc-shaped trus-ses placed on columns. The main structural element is steel grade S355, except columns of cross links, these are designed in steel grade S235.
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Detail analysis of complex connection in the structure
Hokeš, Filip ; Hradil,, Petr (referee) ; Kala, Jiří (advisor)
The main objective of the thesis is to find and describe dependence between load carying capacity of a pin connection and a pin hole drilling. The dependence will be made in according to standard ČSN EN 1993-1-8, by theoretical solution and finally by finite element method in the ANSYS system. The second objective of the thesis is focused on a verification of load test results by numerical methods. Numerical solution will be made up in two analysis with different types of finite elements. The most fiiting model will be used as a basis for description of the relationship between capacity and diameter of drilling.
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Technological stage of realization foundantion of storage and factory building
Lepík, Jiří ; Ing.Martin Mohapl (referee) ; Diaz, Yvetta (advisor)
Goal of bachelor thesis is work on construction-technological project of two-aisle hall foundation. Hall load-bearing structure is designed from frames loaded by steely joints. Foundations ratio of building site is complicated therefore will be placed gravel-sand pillows under socle. Building is located in non-developed site on plane terrain and will continue on current factory building. Park of the work will be technological construction of foundation, design of machine set, financial plan and schedule of realization.
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Shopping Centre
Altoff, Tomáš ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
This diploma thesis is deals with design of steel structure of a shopping centre. The object is situated in the Ostrava and has a rectangular and semicircle ground plan. The total ground plan dimensions are 72,5 x 55,0 m. The maximum height of a building is 18,75 m. The object has three storeys above ground. The material of main construction is steel grade S235. The ceilings are constructed from a steel-concrete beams. The roof above central part of the object has shape of a circular arch; above the other part of the building is a pitched roof. The design of main structures was made for two variants. The design of connections, anchorage and drawing documentation were made for the preferable variant.
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Physical Simulation in Computer Games
Dočkal, Jiří ; Havel, Jiří (referee) ; Herout, Adam (advisor)
The thesis is concerned with modern game engines, focusing on physical simulation and particle systems. It offers usable architectures overview for a game engine development. The thesis provides characteristic to the most essential game engine's logical modules as scene graph, resource management or rendering. Today's tools used for physical simulation in games are also described. Main part of the thesis concentrates on design and implementation of its own C3D game engine which exploits capabilities of the NVIDIA PhysX physical engine. The thesis includes modern techniques rising from author's gained experience.
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