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Team succes depending on individual performance of the players in each position in the 1st league of men's and women's volleyball
Prokopová, Jolana ; Pokorný, Ladislav (advisor) ; Přibyl, Ivan (referee)
The aim of this diploma thesis is to evaluate the direct dependence of the match outcome on the success of players in individual positions, moreover, the thesis also examines whether it is possible for an individual's performance to influence the outcome. This will show which playing positions and their activities are most important for the development and outcome of the match. Furthermore, this work will compare the results of male and female category and explain the difference in these categories. For the practical part, a statistical method has been created, by which the necessary data were gathered during the matches of Dobřichovice women's and men's first league teams. The collected data for each category were then evaluated, the categories were compared with each other and conclusions were drawn. The acquired data from this diploma thesis could subsequently help with creating training units in the training process. By composing this thesis, the author has verified a multitude of information gained through her volleyball practice. Key words: volleyball, player, position, success rate
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Liberalization of postal services in the European Union and its implementation in the Czech Republic.
Březina, Pavel ; Král, Richard (advisor) ; Exner, Jan (referee)
1 Abstract Liberalization of postal services in the European Union and its implementation in the Czech Republic This theses focuses on the liberalization of postal services in the Czech Republic. The main goal of this thesis is the analysis of Czech legislation transposing the respective legislation of the European Union and its critical evaluation. By this also the analysis and evaluation on the state of the liberalization of the Czech postal market is performed. The first chapter sump up the development of regulation of postal services on the territory of today's Czech Republic prior to the year 2000, the second chapter is focusing on the time period between the years 2000 and 2012. The focus of the third chapter lies on the key aspects of the liberalized postal market after the year 2000 - the compensation fund, the issues of universal services, the financing of universal service and the concept of net cost. The fourth chapter makes the reader familiar with the concept of access to the postal infrastructure and explains how this access works, is used in everyday life and also addresses its problems. Within the fifth and last chapter of the theses the main reasons preventing the (further successful) liberalization of the postal market are discussed, these being the value added tax exemption for universal...
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The Viewing Tower in Brdy
Kováčová, Kristýna ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The subjekt of this thesis is a design of a viewing tower located in the area of Brdy. The structure has been created as a 3D model, the internal forces have been calculated with the use o finite element method in a structural engineering software Scia Engineer 15.1. Based on the knowledge of theses forces the design of the structural systems has been done. The materials used on this construction are glued laminated timber and steel. The height of the tower is 25,725 m. The floor plan is a shape of a circle and fluctuating smaller with the gaining height. The main structural systém consists of 8 curved posts which are radiály situated on the circular floor plan. The tower has 3 observational platforms.
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Static analysis of the roof structure
Dolníčková, Andrea ; Zídek, Rostislav (referee) ; Vlk, Zbyněk (advisor)
The thesis is focused on a static analysis of a roof truss with a steel purlin. It is a pitched roof of an L shaped groundplan. Computational model of the structure is carried out in the RFEM 5.07 software tool, which performes calculations using the Finite Element Method. There are 14 load cases applied on the model of the structure. The variable loads were determined according to ČSN EN 1991-1. The individual load-bearing elements are assessed for an ultimate as well as for a serviceability limit state. The assessments are processed by a hand calculation and verified by an assessment of the structure performed in the additional software modules RF-TIMBER Pro and RF-STEEL EC3. In the last part of the thesis there are some specific joints of the elements defined.
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Employee’s Benefits
Lohniská, Aneta ; Balihar, Daniel (referee) ; Kopřiva, Jan (advisor)
Bachelor thesis is focused on the theoretical field of employee benefits and practical use in a specific company. The aim of thesis is to evaluate company tax burden and employee satisfaction with the offer of employee benefits. Then to propose some changes that will lead to optimization of the tax system in the company.
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The Structure of the Atypical Family House in Vrchlabí
Vondráček, Vít ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
The subject of master’s thesis is design and assessment of steel load-bearing construction of atypical family house in Vrchlabí. Structure is designed as multi-storey steel structure, cooperating with stiff concrete core. The design was considered in four different options which combines possibility of using steel, steel and timber with different way of stiffness for whole structure. There is also composite steel-concrete alternative floor trimmer for selected option. Design and assessment was conducted in accordance with the applicable standards and by using software Scia Engineer.
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Office and logictic building
Navrátil, Ondřej ; Ing. Michal Štrba. Ph.D. (referee) ; Pilgr, Milan (advisor)
Design of a steel supporting structure for one-storeyed hall based on ground plan of 60 x 80 m, clear height 10 m and total height 13,3 m. In the front part there is along the whole widht designed two-storeyed skeleton structure penetrating into the hall. From the second floor rods supported frontal part which exceeds ground plan by 2 m and on the right side is closed by pre-set cylindric structure with radius 8,6 m which covers the right frontal corner of building. The cylindric structure is around its perimeter distanced max 3,6 m from hall grand plan and is supported by posts. Both spaces had saddle roof with 8% slant, gutter edge in height 11,6 m, top line in height 12,8 m. Walls are around perimeter closed by horizontal atic in height of 13,3 m. Shape and dimensional design, load specification – stady, utility, climacic load. Calculation of imide forces and further static dimensioning of the main supporting elements and selected details. Elaboration of design documentation (dosposition, production drawing of the anchorage plan, details definited by project supervizor).
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