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Reconstruction of the former industry building for flats
Kratochvílová, Martina ; Pěkník, Robin (referee) ; Klusáček, Ladislav (advisor)
This bachelor's thesis concerns with an analysis of existing ceiling concrete slab and design of locally supported monolithic reinforced concrete slab of fourth floor of Essler's textil factory in Brno and design of a typical column of the same floor. Design of ceiling concrete slab was accomplished in software SCIA Engineer, which uses finite element method and was verified by manual calculation using the method of cumulative moments. Column design was made by hand calculation. Design was made in accordance with applicable standards. The result is a reinforced slab and reinforced column.
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Reinforced concrete load bearing structure of administration building
Pražan, Jiří ; Kadlec, Jaroslav (referee) ; Girgle, František (advisor)
This bachelor thesis deals with the static solution of the loadbearing reinforced concrete structure of the administrative three-storey building. Specifically, the most loaded inner column on the ground floor and the point-supported, two way, reinforced concrete floor slab above the ground floor with a circumferential shear beam are solved. The structure is designed and checked for the ultimate limit state according to standard ČSN EN 1992-1-1 ed2, including the Z1 amendment from May 2016.
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Sport Centre Za Lužánkami Brno
Podolská, Hana ; Vostrejž, Dušan (referee) ; Odvárka, Antonín (advisor)
A specialized project of „Sports center behind Lužánky Brno“ preceded the diploma thesis. The aim of the project was to develop a comprehensive urban architectural plan with an emphasis on the urban context, transport services, functionality, etc. The diploma thesis develops a previous project and elaborates the compound of the sport center in a form of a study. As a result, there is a building that combines a recreational and social function due to sports halls, restaurants, clubs and residential atrium. The object is divided in three parts, the middle one is used for a main communicative area that connects the other parts of the building.
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Static solution of monolithic reinforced concrete structure
Tošenovjan, Marek ; Šulák, Pavel (referee) ; Zlámal, Martin (advisor)
The diploma thesis describes structural design of selected elements of monolitic reinforced concrete seven-storey building. Structure is designed as a combined reinforced concrete frame with shear walls and core. The main point of structural analysis is design of locally supported RC slab above the 2ND basement floor, column on the 2ND basement floor, piles and analysis of foundation of building and its influence of support stiffness on connected load-bearing structures.
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Building for sport activities, Kroměříž
Foltýnová, Kateřina ; Peterka, Tomáš (referee) ; Müller, Jan (advisor)
In this thesis I solve draft of new building of sport´s centre on the level of documentation for construction. The house is located on the outskirt of Kroměříž. It is a building without the basement which consist of one floor part and three floor part on the area of 531,73 m2. The plot´s terrain is flat. The circuit structure consist of reinforced concrete walls with ventilated facade – metal and wooden. Above one part of the floor plan there is flat green roof, above the other ther is barrel roof with glue laminated girders and compact roofing made of foamglass and metal sheet. In the building the is a hall with climbing wall, two smaller halls and one bigger, sanitary facilities for visitors and cafe/bar.
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Load-bearing structure of the family house
Kabrhelová, Eliška ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Master's thesis is focused on the design and assessment of load-bearing structure of the family house. Model reinforced concrete structure is created in RFEM. Elements of reinforced concrete are Assessed in accordance with EN 1992-1-1. Excepting static calculation is part of documentation the technical report and drawings shape and reinforcement.
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Risk analysis of load bearing RC structure review
Bohatec, Jiří ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
Master thesis deals with the evaluation of risks in the course of strengthening reinforced concrete column. It describes the assessment of existing structures according to ISO 13822, discusses the dangers that can occur when determining the carrying capacity of the existing structure. It also describes the different phases of strengthening steel banding, their functions and influence on the overall capacity. Also showing calculation process of strengthening reinforced concrete column, using steel banding, based on standard EN 1992-1-1 and EN 1998-3. In a concrete example of reinforcement is shown a process for determining the carrying capacity and then designed to the increase. In the two examples performs risk analysis using the universal matrix of risk analysis that identifies and quantifies the importance of various hazards associated with the calculation and implementation of the project.
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Risk analysis of load bearing RC structure review
Bohatec, Jiří ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
Master´s thesis deals with the evaluation of existing structures according to ISO 13822, discusses the dangers that can in determining the reliability of existing structures occur. This standard shall consider the risks by analyzing the possible occurrence and impact of defects (Failure Mode and Effects Analysis). In a concrete example shows a process for determining the reliability and suggest the increase. On a practical example I use a universal risk analysis matrix (Universal Matrix of Risk Analysis) with, identify and quantify the significance of the various dangers associated with project implementation.
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