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Reconstruction of a city building
Kašáková, Kristína ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
This masters thesis deals with the reconstruction of an urban building. The work consists of a diagnostic and projection part. The goal of the diagnostic part is to focus on the current state of the building and also on masonry strength tests performance. The goal of the design part is the processing of measured data, the design of an orientation layout on the 3rd floor above-ground and the proposition design of a new truss as well as an assessment of selected supporting structures. The outputs of the work are drawings of the building, reports on the performed tests and static calculation.
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Residential building in Prague
Horský, Jan ; Šváb, Miroslav (referee) ; Požár, Michal (advisor)
The final thesis is focused on calculating internal forces and assessement of selected structural elements of apartment building in Prague. The software finite element method was selected for the calculation. Foundation slab and basement walls were assessment as „white tub“. Further was assessment aimed to basement column and ceiling slab of typical storey.
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Reinforced concrete slab in parkhouse
Gregorová, Michaela ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
The diploma thesis is focoused on design floor slab od parking garage. The floor slab is a typical floor above 1.NP. The elemenst of parking garage are made of část-in-placec reinforced concrete except for stair fligts, which are made of prefabricated reinforced concrete. The output of the diploma thesis is a structural design report, drawings of the shape and reinforcement. Calculations were performer in Scia Engineer 21.1. The drawing documentation was made in the AutoCAD 2014 with the RECOC add-on.
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Reinforced concrete slab supported on columns
Kolibáč, Radim ; Perla, Jan (referee) ; Požár, Michal (advisor)
The Bachelor thesis is focused on the design and assessment of a reinforced concrete point-supported monolithic ceiling slab on the 1st floor. The thesis also includes the design and assessment of the column, foundation pad and prefabricated stairs. The calculation of internal forces was performed by the moment coefficient method and software calculation using the finite element method in the SCIA Engineer. The ceiling slab was assessed for ultimate and serviceability limit state. The Bachelor thesis also contains reinforcement drawings. All structures were designed according to the valid standard ČSN EN 1992-1-1
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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.
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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.
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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.
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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.
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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.
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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.
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