National Repository of Grey Literature 85 records found  previous11 - 20nextend  jump to record: Search took 0.00 seconds. 
Safe places
Šavarová, Veronika ; Pospiszyl, Tomáš (referee) ; Kvíčala, Petr (advisor)
The topic of this bachelor‘s thesis is the relationship between a person and one’s space, which is interwoven with feelings of nostalgia and the need to return to the period of the author's early childhood. The work identifies with a number of approaches of several art movements in the first half of the 20th century, such as surrealism, expressionism, symbolism etc. These approaches collide in the author's work, forming a mixture of influences demonstrated together on a personal level in the resulting work. The most honest and credible manifestation of the place is deemed to be the aim of the bachelor‘s thesis. The finished work is intended to inspire viewer‘s intense and conflicting feelings. The autor finds the medium of painting to be most suitable to conveying the topic.
Stress and deformation analysis of railway bridge over the Svratka River
Kovář, Jaroslav ; Žák, Stanislav (referee) ; Fuis, Vladimír (advisor)
This thesis deals with stress and strain analysis of real truss bridge structure. This structure is modelled as plane bar system. The opening part dedicates to theory, which is further used for calculations. The calculation part dedicates to compare statically determinate and indeterminate variation of structure for load by own weight and passage of the train. Analytic calculations are numerically verified with program ANSYS. In thesis is assessed concentration of stress, when the rivet drops out of the structure. The next part of thesis dedicates the spatial model of bridge, which is compared witch plane model.
Influence of subsoil stiffness on base plate deflection
Podolák, Patrik ; Zich, Miloš (referee) ; Strnad, Jiří (advisor)
The work deals with the analysis of the deflection of the base plate, which is located on the not-known subsoil. The survey of the bedrock found unevenness of the base soil and the presence of imported soil, which is mixed with construction waste. Around the perimeter of the board there are foundation belts, and in the center there is only the mentioned foundation plate. The structure is loaded with internal load-bearing walls 200 mm thick. under which there is no foundation belt. The aim of the work is to assess possible variants of the bedrock and thus prevent possible material damage. Static load calculation will be performed manually and the subsequent design model will be performed in Scia Engeneer.
Nowadays....
Kouba, Tomáš ; Surůvka, Jiří (referee) ; Ruller, Tomáš (advisor)
The set of works created from private video of materials, unfinished concepts and new videos. Essential motive passing through these videos is to develop a simple, stern, radical expression.
Stress-strain analysis of stadium lighting mast
Tokoš, Richard ; Kovář, Jaroslav (referee) ; Fuis, Vladimír (advisor)
The bachelor thesis contains an analysis of a steel structure that serves as lighting in a football stadium. The main goal is to create a bar system, the equation of static equilibrium and the deformation condition and I will analytically solve the stress and strain. Then I will create a model in ANSYS and calculate the stress and strain numerically. The bachelor thesis contains a comparison of the results of these methods.
Study of mobile sailing yacht crane
Rozsíval, Jan ; Škopán, Miroslav (referee) ; Pokorný, Přemysl (advisor)
The work contains a functional calculation of the lifting device, structural design and strength control of the supporting structure of the crane in accordance with the specified parameters. Part of the bachelor's thesis is a partial drawing documentation.
Static design of roof structure
Duda, Tomáš ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The subject of the diploma thesis is the design and static analysis of roof structure. It is prestressed roof shell (membrane) supported by a cable. The whole thesis is divided into several separated units according to task's specification. The text section describes the introduction to the issue of presstressed suspension cable constructions and displays their possible shapes, types and realizations. There is also technical report of solved shell, which was written on the base of the documents, drawn drawings and structural (static) analysis.
Tribune of football stadium
Weber, Jozef ; Kostiha, Vojtěch (referee) ; Švaříčková, Ivana (advisor)
The aim of the diploma thesis was to design the precast reinforced concrete prefabricated structures of the football tribune. It was modernized sports center in Brno. According to the investor was determined the shape of the football tribune. It was compiled the design documentation. For the calculation of inner strengths was used the software Dlubal RFEM, which operates on the Finite Element Method - FEM. All elements have been designed for ultimate and serviceability limit state. My thesis contains textual part, inner strengths, static calculations, drawing documentation of composition of structure, drawing documentation of reinforcement and design documentation of the object.
Formula SAE Braking System
Brůna, Tomáš ; Vančura, Jan (referee) ; Blaťák, Ondřej (advisor)
This work is engaged in the confrontation of the existing braking system of Formula SAE project. From made confrontations is selected the best solution and make his dimension and own construct design. It is verify through analyse of tension and analyse of heat transfer.
Optimization of sliding gate profiles
Gajdůšek, Tomáš ; Profant, Tomáš (referee) ; Fuis, Vladimír (advisor)
This thesis deals with stress and strain analysis of real self-supporting sliding gate produced by company Technopark CZ. s.r.o. In the first part of work is analyzed theory, which is used for calculations. In computational part is created model of self-supporting sliding gate and then analytically solves deformations and stresses in this model. The analytical solution is verified by the numerical solution in Ansys. At the end of the thesis are evaluated the knowledge and created the optimal dimensioning of the profiles.

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