National Repository of Grey Literature 81 records found  previous11 - 20nextend  jump to record: Search took 0.01 seconds. 
Design of Gravity Wall in Terms of Flysch Geology
Horňáková, Lenka ; Fiala, Radek (referee) ; Brdečková, Helena (advisor)
The bachelor´s thesis is divided to two main parts, from which first is focused on the theory of reinforced concrete retaining walls. The second, practical part deals with design and assessment of the cantilever breast wall supporting the sloping slope in place of annex of congress hall situated above the northern wall of Tatra´s hotel in Velke Karlovice. The labor contains processing of geomorphology and geology surrounding area, load, sample calculation cantilever breast wall and its assessment.
Design of bridge on highway D1
Kopřiva, Jan ; Nováček, Jan (referee) ; Zich, Miloš (advisor)
The purpose of this thesis is to design bridge over the valley on D1 highway. Length of the structure is 170 meters. Main structure is four spans prestressed beam. The length of fields is 36+48+48+36 meters. The structure is examined in all phases of construction, including the operating phase according to valid standards.
Design of reinforced concrete subway
Kopřiva, Jan ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The purpose of this thesis is to design structure of reinforced concrete subway under the highway. Length of the bridge is 4 meters. The structure is concidered as a frame clamped into basis. In this thesis will be designed a slab, wall and the base bend.
Design of the floor slab structure of a tall building
Vintrová, Tereza ; Šimůnek, Petr (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the design of the ceiling structure of a high-rise building. The basis for the work was a study of the building with basic floor plan dimensions and heights. The aim of the bachelor thesis is to design a locally supported floor slab with a stiffening core in the middle, as a section of one floor, namely the ceiling above the tenth floor. According to the specified study, a slab model was created in SCIA Engineer to analyze the internal forces based on which the design of the flexural reinforcement of the slab to the ultimate limit state was carried out. The design of the shear reinforcement is based on the internal forces of the 3D model and was done using Schöck Bole with manual verification of the selected column. Non-linear calculation of the 3D model and manual verification of crack widths was used to assess the ultimate limit state. At the end of the work, the design of the circumferential rib variant and the comparison of the two types of slabs was carried out. The work includes a static calculation and drawings.
Sewage clarification plant
Stará, Anna ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The theme of the dissertation is structural survey of designed sewage clarification plant. The work deal about designed of reinforcement of the sewage clarification plant. The diameter of the reservoir is 17,8 m and the depth is 6,2 m.
Improvement of soils for pavement subgrade
Šefránková, Radka ; Pácha, Petr (referee) ; Stehlík, Dušan (advisor)
The bachelor thesis deals with improvement of unsuitable soils for pavement subgrade. The theoretical part describes technologies of modification and materials employed for improving soils in our country and abroad. The main target of the practical part is observing bearing capacity of unimproved and improved soils and comparing the results.
Strengthening steel beams using reinforcement based on FRP
Bláha, Tomáš ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
A study of an influence of strengthening steel beams using reinforcement based on FRP on a moment bearing resistance and bending stiffness. Evaluation of the theoretical calculation methods based on the performed experimental verification. Description of the production of carbon fibres and composite materials on the basis of carbon fibres.
Sugar storage tank
Kotík, Libor ; Musil, Jiří (referee) ; Zich, Miloš (advisor)
The matter of this thesis is static design and examination of prestressed storage tank to 50000 tons of sugar. Computational model of the steel roof structure is processed and its effect on the silos. Loads is provided of sugar. Optimal design is performed and assessment ultimate and serviceability limit state reinforced concrete and prestressing horizontal silo wall including local load. Next, it is performed the design of a reinforced concrete of the plane bed and column and assessment at the ultimate limit state. The thesis is also drawing documentation, technical report and visualization of construction process. The aim of this work is to the design of the main components based on the required storage capacity tank, mechanical properties of the stored material and technical amenities.
Founding of buildings from the scratch - Founding in Horní Štěpánov region
Ščudla, Martin ; Glisníková,, Věra (referee) ; Brdečková, Helena (advisor)
The thesis focuses on evaluation of foundation conditions in Horní Štěpánov region. From this region will be chosen three typical localities, for which will be designed appropriate foundation constructions (shallow or deep) which meet the bearing capacity and settlement. In the end of thesis will be comparison of those localities.
The Stress Analysis of the Beam with Thin Web - Influence of the Holes and Tensile Effect of Web Buckling
Horák, Marek ; Petrásek, Miloslav (referee) ; Jebáček, Ivo (referee) ; Píštěk, Antonín (advisor)
In design of an aircraft structure, the great emphasis is placed on achieving high weight efficiency. This thesis is focused on the stress analysis of the spars with thin web with or without web openings, which is one of the most important parts of the airplane structures. In comparison with traditional spars or beams, which are widely used in civil engineering applications, the design of the beam with thin web is more complicated. Thesis contains useful information for analytical calculation of this type of spars and its verification using finite element method and experimental measurement.

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