National Repository of Grey Literature 64 records found  previous11 - 20nextend  jump to record: Search took 0.01 seconds. 
Adaptation of a farm building
Juda, Jaroslav ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
Focus of the bachelor thesis is to assess selected parts of the construction of a historical building. The work is divided into diagnostic and design part. The diagnostic part consists of the object´s measurement and the evaluation of the current state. The design part outlines the existing and newly designed structures, which are assessed in the static calculation. The output of the work are drawings of the object, static calculation and technical report.
Monolithic concrete chapel
Richtr, Jan ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
The topic of the bachelor thesis is the design and assessment of a monolithic concrete chapel. The Assessment is divided into individual elements. Simplified construction models and 3D software models are chosen to determine internal forces.
Reinforced concrete slab supported on columns
Hadamíková, Karolína ; Strnad, Jiří (referee) ; Požár, Michal (advisor)
The bachelor thesis is focused on design and assessment point-supported slab on the lowest level of fourth-level storage to ultimate and serviceability limit state. Design of slab was created in software SCIA Engineer and followed by checking if it is right by manual calculation. This thesis contains a static calculation and technical drawings of typical column, foundation pad. At the end of structural assessment was calculated prefabricated staircase. All structures were proceeded according to the valid standard ČSN EN 1992-1-1.
Reinforced concrete lookout tower
Kalinová, Kristýna ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The diploma thesis is focused on structural design and assessment of lookout tower. The elements of the lookout tower are made of cast-in-place reinforced concrete except for the stair flight, which is made of prefabricated reinforced concrete. The output of the diploma thesis is a structural design report and drawings of the shape and reinforcement. The calculations were performed using Dlubal RFEM 5.26.02. The drawings was processed by AutoCAD 2020 with the RECOC extension.
Prefabricated reinforced concrete hall
Jakubcová, Hana ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The main work of the diploma thesis is a draft and a static judgement of chosen horizontal and vertical parts of prefab hall with a crane runway. The chosen parts are the girder, the column, the bracing, the foundation beam, and the foundation pad. The model for gathering of intern forces is made by the program SCIA Engineer 18.1 with the use of a bar 3D model of the whole project. The parts were judged on the ultimate limit state. The prestressed girder was judged on the ultimate limit state and the serviceability limit state.
Experimental Verification of Making an Additional Opening to the Reinforced Concrete Walls
Šimek, Ondřej ; Zich, Miloš ; Požár, Michal ; Nečas, Radim
The subject of the article is to present the results of experiments of prefabricated reinforced concrete walls that were loaded prior to the making of an additional opening. These are walls that simulate a regular wall in a wall panel building, into which an additional opening is made. The walls are reinforced with different variants of reinforcement: from simple reinforcement with wire mesh to standard reinforcement around the perimeter, in the lintel and the pillars. The influence of so called "sleeping reinforcement" is studied. This reinforcement is pre-prepared in the panel for the case of making an additional opening. The effect of this reinforcement on the development of cracks and changes in strain on the panel after making the additional opening is studied. Long term monitoring of the panels with newly made opening is also conducted as a part of the experiment.
A bridge with one field over a watercourse
Pylypenko, Jevhenij ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
The thesis focuses on the design of the superstructure of a new concrete bridge, which replaces an old substandard construction. The bridge should serve for passing roadway across the river Šlapanka, in village Mírovka, Kraj Vysočina. The static system of new construction is a one-span post-tensioned slab which is simple supported on edges. Span length of the superstructure is 17,5 meters. From three variants of concrete slab cross-section, a trapezoidal-shaped one was chosen. Concrete slab was assessed by the ultimate limit state and service limit state according to recent standards (Eurocode). The preliminary design of post-tension was processed according to standards (CSN).
Structure of family house – selected elements
Machalíček, Šimon ; Požár, Michal (referee) ; Perla, Jan (advisor)
The bachelor thesis deals with a desing of cast-in-place family house structures. The basis of the thesis is assesment of selected structures (ceiling, walls, beam) by structural desing and subsequent proposal of necessary reinforcement of assessed structures. The outcome of the whole thesis are the drawings.
Conversion of a historic building for recreational purposes
Kašáková, Kristína ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
The aim of the bachelor thesis is to assess selected parts of the construction of a historic building. The work consists of a diagnostic and design part. The diagnostic part focuses on the object measurement and mortar and steel strength performance testing . The measured data and load-bearing walls in the 1st floor and 2nd floor above-ground and the vault above the 1st above-ground floor are processed in the projection part. The output of the work are object drawings, performed tests protocols and static calculations of the structure.
Reinforced concrete slab supported on columns
Horský, Jan ; Perla, Jan (referee) ; Požár, Michal (advisor)
The Bachelor thesis is aimed at calculating internal forces and assessing the reinforced concrete point-supported slab of the 1st floor of the department store. The moment coefficient method and the software method of the finite element method in the SCIA Engineer were selected for the calculation. The thesis also includes the design and assessment of the column and the foundation pad.

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