National Repository of Grey Literature 115 records found  1 - 10nextend  jump to record: Search took 0.00 seconds. 
Compensatory exercises for military ski touring
Krajcigr, Jan ; Sýkora, Karel (advisor) ; Prokešová, Eva (referee)
Title: Compensatory exercises for military ski touring Objectives: Create a collection of exercises which is supposed to serve as a guide for compensating muscles imbalances among the Army of the Czech Republic members in the course of military ski touring. Methods: The bachelor thesis corresponds with an analytically-empirically based study of observational type. There were used the design and demonstration methods and methods of descriptive and analytical statistics in the theoretical part. Results: Due to the analysis of the literature review were determined muscles groups which are overloaded during military ski touring. A collection of compensatory exercises with exact methodical descriptions was created. Keywords: compensatory exercise, health exercise, muscle imbalance, military ski touring.
Multi-storey car park
Balhar, Martin ; Balázs, Ivan (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation
Trade House in Brno
Serbousková, Kateřina ; Sýkora, Karel (referee) ; Barnat, Jan (advisor)
The final thesis deals with the design of the steel loadbearing structure of the shopping center situated in Brno. The built-up floor area is 1973 m2 (L-shaped ground plan with dimensions 48 m x 50 m). The construction consists of three parts. Building A has four above-ground floors and reaches a height of 25.5 m. The steel structure of mono-pitched roof is designed in two options. Both options consist of full-length purlins and truss girders. Building B is a single-storey building with a mono-pitched roof top reaching 8.1 m high. Building C is three-storey with a flat roof. The first floor has a construction height of 4.5 m and the remaining two floors reach height of 3.6 m, which coincide with building A. The steel structure is made of steel-concrete composite ceilings and pin-supported columns. In the case of bracings, pressure was eliminated by means of non-linearities.The work includes proposal, assessment of the supporting structure and calculation of the directional details. Internal forces were determined based on a static analysis in the SCIA Engineer calculation program.
Administrative Centre
Rádlová, Markéta ; Sýkora, Karel (referee) ; Bajer, Miroslav (advisor)
This diploma thesis deals with the design and assessment of the steel structure of the administrative building. The building is situated in Svitavy. The construction has several floors, the ground plan is L-shaped. Other floors have a rectangular ground plan. The external ground plan dimensions of the building are 55.2 m × 72 m. The building has terraces and three height levels occupied. At the first height level the building reaches 5 floors, the other 7 floors and the top 9 floors. the main material will be S235 steel on the construction.
The Riding Hall in Valašské Meziříčí
Rantová, Katarína ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
The subject matter of this diploma thesis is a design timber structure of riding hall. The hall is a one nave building. The dimensions of ground plans is 32,0m x 70,0m and the hall is 10,0 meters high. The load-bearing structure consists of arched ribs.This timber structure composed of glued laminated timber. The building is located in Valašské Meziříčí, climate loads are designed for the area. The calculation were made in accordance with the Czech technical norms ČSN EN. The structural design and analysis is performed by software SCIA Engineer 17.
Production hall
Trachtulcová, Šárka ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
The subject of this diploma thesis is desigh and assessment of steel structure industrial building. This hall has two bays. The width of the main bay is 30 metres, the width of the second bay is 15 metres. The length of building is 90 metres. Load-bearing system is created of three fixed columns with pin-supported truss beams between. Construction of roof is designed as truss purlin system. There is a bridge crane of 32 tons capacity. The building is situated in area of Uherské Hradiště.
Business Centre
Dušek, Ivo ; Sýkora, Karel (referee) ; Pilgr, Milan (advisor)
This Master thesis was about calculation and design of supporting steel bar structure multi storey administrative building. Steel structure with rotation symmetric floor plan has sixteen storey. Maximal size of building is 100x100m. Structural design report is made by a combination of manual calculations and calculations using software RFEM by Dlubal. Structural design report includes calculations of secondary beam, primary beam, column, bracing, purin, truss girder and others part of structure with their connections. Thesis includes drawing documentation and report.
Multi-storey building
Cmajdálková, Alžběta ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The subject of the master’s thesis is static design and assessment of the static load-bearing steel structure. The structure is designed for the site Brno. Specifically this is an eight-storey office building with a 54 x 12 m floor plan and a total height is 30,2 m. The steel structure is lovated betwrrn teo reinforced concrete towers secure for vertical transport. The structure is designed in three variants. In the one of them a steel frame with hingee attached elements. The ceiling structure is designed as composite steel and concrete structure.
Comparison of physical stress during moving on wet and dry clothes.
Doležal, Jan ; Sýkora, Karel (advisor) ; Baláš, Jiří (referee)
Title: Comparison of physical load when moving in wet and dry clothes. Objectives: The aim of the this study was to compare the extent of the physical load when moving in wet and dry field uniforms pattern 95 at the speed of 5 km∙h-1 while changing the pitch angle of the treadmill. Methods: Quantitative research based on the interpersonal and intrapersonal comparative analysis Results: The measured data prove that the difference between the heart rates when moving in wet clothing and dry clothing is not significant. The average heart rate was 111 ± 21 beats per minute in the dry clothing and 108 ± 18 beats per minute in the wet clothing. During the average oxygen consumption a significant difference was observed only at the end of the measurement. At the end of the measurement in wet clothing, the measured values of oxygen consumption were on average 1,87 ± 0,69 mL∙min-1 ∙kg-1 higher than in dry clothing. The average value of oxygen consumption was 22 ± 8,20 mL∙min-1 ∙kg-1 in dry clothing and 22,96 ± 8,44 mL∙min-1 ∙kg-1 in wet clothing. Keywords: transfers, physical load, walking, heart rate, oxygen consumption, expiratory gases
The Roofing of The Sport Hall
Janás, Ondřej ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
This thesis presents the construction plan and assessment of a roof above a swimming pool. The main cantilever of the structure is a wooden parabolic beam with the span of 40 m and a 6 m camber that is jointly set in place via pin connection. The stiffness of the structure is secured by roof stiffeners. The assessment was carried out in adherence to applicable norms.

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