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The Four-Year Olympic Cycle of a Top Performance Swimmer
Mitrenga, Peter ; Pokorná, Jitka (advisor) ; Čechovská, Irena (referee)
Name: The four-year olympic cycle of a terminal swimmer. Objective: The objective of the research is to appreciate the external training loading condition and the development of the effeciency during the four-year olympic cycle 1996-2000 of the Slovak representative in swimming, Miroslav Machovič. Method: In this research there were used the methods of the literary studies, analise of the recording documents and interview with the object of the research. Discovered data in a illative part were used in a tabular and graphic figuration. Results: Presented results give the outline about regulating and structure of the individual training loading condition in higher stage of the sport training and development of the individual effeciency. Key words: sport swimming, training, olimpic cycle, sport effeciency, 100 m and 200 m backstroke
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Lateral-torsional buckling of beams - analysis of specific cases
Piják, Jiří ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
Thesis deals with flexural-lateral buckling of asymmetric cross sections, especially assessment according to ČSN EN 1993-1-1. Models are based on bar, shell and solid finite element method. Assessment of software Scia Engineer and RFEM are analysed in bar model. Plate and volume model uses shell and solid elements and initial imperfections. Computing is geometrically nonlinear. Correspondence of bar and plate model is studied. Optimal amplitude is suggested. Simple beam loaded with continuous line loading is taken as an example.
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Swimming pool
Nejedlý, Adam ; Bartolšicová, Eva (referee) ; Matějka, Libor (advisor)
The aim of this master's thesis is design of an indoor swimming pool in the town of Náměšť nad Oslavou. The thesis contains project documentation, technical reports, reports of fire safety and assessment of building physics. There are two swimming pools designed in the building, main swimming pool of lenght 25m and a smaller one for children. Next to the pool hall a wellness area is placed consisting of three saunas, as well as cooling pool and a rest room. The proposed building has one ground floor and one basement level. Load-bearing structures are made of reinforced concrete except for the structure of the roof in the pool hall which is constructed from glued timber trusses. A glass facade is designed in this part of the building. Perimeter walls are thermally insulated using polystyrene foam. The roof is designed as a compact roof with foam glass thermal insulation.
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Retirement home
Grigarová, Karolína ; Bartolšicová, Eva (referee) ; Matějka, Libor (advisor)
The aim of my diploma thesis is to elaborate project documentation for the execution of a new building home for elderly people. The intention is to construct a new apartment building for pensioners who are able to do activities of daily living. There can be found 24 lease flats for a maximum of 30 accommodated people. The home offers 12 hours care service and has rooms for carers, dining rooms, places for rehabilitation, outpatient care and stores for keeping accommodated people’s things. The whole area has wheelchair access and counts with the movement of people with reduced mobility. The building is designed as brick, using clay blocks which are put on concrete foundation strips. Thermal insulation is a combination of contact thermal insulation system and ventilated facade with hanging plates. The roofing is designed partly as a float double-shell roof with timber truss girder, and partly as a single-shell roof with concrete load-bearing structure. The drawing documentation has been created using computer programs AutoCAD, ArchiCAD, and the programs by doc. Dr. Ing. Zbyněk Svoboda (Teplo, Area, Stabilita, Simulace) and another simple computer programs like Excel were used for the thermal assessment.
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Exhibition pavilion
Nováček, Tomáš ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
Master´s thesis describes the structural design of the load bearing steel structure of exhibition hall located in Brněnské Výstaviště. The structure is designed according to the normative requirements of ČSN EN for ultimate and serviceability limit state. It´s structure formed by the parabolic main frames at a distance of 6 m apart, which are placed in a rectangular plan of 36 x 36 m. As the main material of load bearing elements was used a steel S355. The hall is designed for exhibitions and social occasions. The work contains a statical calculation, which assessed individual cross sections and joins.
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Multi-Storey Building with Atrium
Brodecký, Miroslav ; Buchta, Stanislav (referee) ; Barnat, Jan (advisor)
The diploma work deals with a design of a steel load-bearing structure for a multi-storey building with an atrium consisting of five above ground floors. The property is situated into Blansko area. Its ground-plan measures are 32.5 x 56 m. The maximum height of the property is 23.2 m. The height of the floor is 4 m. Load-bearing structure is designed with articulated joints. The atrium roof is formed from truss girders. The design and assessment is done according to rules in operation.
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Seismic Design of Structural Steel Connections
Sotulář, Jiří ; Šabatka,, Lubomír (referee) ; Pilgr, Milan (referee) ; Hron, Lukáš (advisor)
The thesis deals with the analysis and standard check of structural steel connections subjected to seismic loads. Analysis is based on a software solution and standard check is performed according to standard requirements and formulas. The first part deals with the theory of seismic load. There are described the general knowledges about the earthquake and the method of determining the effects of seismic loading on buildings according to the EN 1998-1. In the second part of the thesis is made design and check seismically loaded multi-storey steel building. Design is based on recommendations of the EN 1998-1 and some recommendations of research. In the third part is the analysis, verification and check of steel joints, which are contained in the structure designed in the second part of the thesis. On the basis results of analyses of indivudual connections are defined recommendations and requirements for the use and design structural steel connections subjected to seismic loads.
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An assessment of a bridge construction on a dynamic load
Součková, Markéta ; Kala, Jiří (referee) ; Salajka, Vlastislav (advisor)
Diploma thesis deas with static and dynamic analysis of a steel arch footbridge. The footbridge structure 3D model was created in program ANSYS 12.1 and afterwards were made static and modal analysis on this computational model. Based on the results of~modal analysis was applied to design of dynamic wind loading on the model according to norms ČSN EN. The effects of this burden has been calculated steady response at resonance from harmonic analysis according to ČSN P EN 1991-2-4. To report according to ČSN EN 1991-1-4 was designed substitute quasistatic forces corresponding loads of wind on the construction and for evaluation was used static analysis.
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Steel structure of a heliport
Klimeš, Pavel ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The diploma thesis concerns with the design and static analysis of the heliport steel construction, which has the height of 20 m. The heliport is situated in Prague, Na Františku as a part of the hospital. The technical report and drawings are included in the thesis as well. The thesis consists of the determination of the heliport total load (including permanent, live and climate loads) and, its implementation in the SCIA Engineer 2015.3 computer software. The stress analysis of selected rods and, joints was consequently carried out by means of the manual calculation.
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Footbridge in Blansko
Urbánek, Jan ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The subject of the thesis is design and check of steel load-bearing structure of a footbridge. The footbridge spans the river Svitava in the town Blansko. The span length is 24 metres. The structural design is spatial bar structure with two main trusses. The upper and lower chords are curved in the shape of circular arch and they are connected by diagonal bars. In the level of the upper and lower chords the beams are connected by floor beam. Horizontal rigidity of the upper and lower construction area is secured by bracings. The bridge deck is laid on the lower floor beam. The solution is the result of the comparison and evaluation of two variants.
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