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.

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.

This final thesis is focused on a reinforcement design and check of selected reinforced concrete structure parts of a church building. A spatial model loaded with dead and live loads is designed in order to carry out a structural analysis in SCIA Engineer software. Serviceability limit state and fire resistance are then checked for some selected load-bearing elements. The drawings are also included in this work.

The diploma thesis was preceded with the specification of specialised atelier TG02 of which the purpose was to prepare an urbanistic study of sport area Hněvkovského territory that is found in the municipal district Brno - Komárov. The urbanistic design was aimed to create an important territory for sport professional as well as relax activities. The specification included also the design of current BMX area and creation of background for sportsmen as well as visitors. The diploma thesis that deals with the building of cycling stadium in form of a study links to this theme. The stadium is situated in the North-East part of the areas, near Hněvkovského road. The design regards sufficient scattering surfaces around the building, simple orientation in the building´s surroundings as well as in the building itself is emphasised. Its glass façade is an important expression element of the building as well as the video mapping systems proposed for projection and lighting of this façade. The attractiveness of the whole area is underlined with parking areas, refreshment point of current cycling track and new area of sport activities (dirt park, ball games).

[pt] O presente trabalho tem como objetivo analisar a utilização de barras constituídas por material compósito para atuarem como reforço de vigas de concreto submetidas à flexão. As barras analisadas são constituídas por polímero reforçado com fibras de carbono (PRFC), material este que apresenta comportamento linear elástico até a ruptura. Este material possui algumas vantagens em relação ao aço, como por exemplo, resistência à tração consideravelmente superior além de não ser suscetível ao fenômeno da corrosão ocasionada por intempéries ambientais. Durante o desenvolvimento do trabalho foi obtido um artigo o qual demonstra resultados de ensaios de laboratório nos quais os autores utilizaram vigas de concreto submetidas a ensaio de flexão por quatro pontos e reforçadas com barras de PRFC. Neste trabalho, o mesmo ensaio foi simulado no software Atena, programa este que realiza análise não linear para estruturas de concreto, considerando a fissuração deste material. Os resultados obtidos pelo software apresentaram consistência com os resultados registrados em laboratório pelos autores. Foi ainda analisada uma viga contínua de concreto submetida a um carregamento uniformemente distribuído. Essa viga foi reforçada com barras de mesmo diâmetro alterando-se apenas o material dessas barras (aço e PRFC). Dessa maneira, foi analisado o valor de carregamento que ocasiona a ruptura da viga. Foram constatadas duas importantes desvantagens das barras de PRFC em relação ao aço. A primeira desvantagem está no custo superior ao aço e por apresentar comportamento elástico até o rompimento, o PRFC não confere à estrutura de concreto uma ruptura dúctil. Os objetivos deste trabalho foram cumpridos e ao final são propostos novos estudos a serem realizados sobre o tema. / [en] The aim of the present work is to analyze the use of bars made of composite material to act as reinforcement for concrete beams subjected to bending. The analyzed bars are constituted by polymer reinforced with carbon fibers (PRFC), a material that presents linear elastic behavior until rupture. This material has some advantages in relation to steel, such as considerably higher tensile strength in addition to not being susceptible to the phenomenon of corrosion caused by environmental conditions. During the development of the work, an article was obtained which demonstrates results of laboratory tests in which the authors used concrete beams subjected to flexion testing by four points and reinforced with PRFC bars. In this work, the same test was simulated in the Atena software, a program that performs non-linear analysis for concrete structures, considering the cracking of this material. The results obtained by the software were consistent with the results recorded in the laboratory by the authors. It was also analyzed a continuous concrete beam subjected to a uniformly distributed load. This beam was reinforced with bars of the same diameter, changing only the material of these bars (steel and PRFC. In this way, the loading value that causes the beam to break when it is reinforced with steel bars and when it is reinforced with PRFC bars of the same diameter was analyzed. Two important disadvantages of PRFC bars in relation to steel have been noted. Due to its elastic behavior until breaking, this composite material does not give the concrete structure a ductile rupture. In addition, its cost is considerably higher than steel bars, since no suppliers of this type of reinforcement have been identified in Brazil, thus increasing the cost to purchase this product. The objectives of this work were accomplished and, in the end, new studies are proposed to be carried out on the theme.

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.

A specialized project of „Architectural study of modification of the bicycle stadium Favorit Brno in the BVV area and urban design of the Hněvkovský sports complex in Komárov“ preceded the diploma thesis. The aim of the project was preparation of the area for cycling stadium with all the necessary facilities and functional connections. The diploma thesis develops a previous project and elaborates the compound of the cycling stadium in a form of a study. The building should recpect to the current demands of this sport, such as a closed roof of the building, siberian pine track material and a 250-meter track length. The building will be situated in the area adjacent to the current biker complex in Brno Komárov.

The diploma thesis is based on the urban design of a selected part of the South Quarter, which was the subject of a pre-diploma thesis in 2018, whose main concept was to use the potential of the flowing river Svratka to define the borders of the "Brno Island" by creating a water canal around the perimeter of the area. Water creates the boundary between city ties and the island, which provides a unique opportunity to create architecturally interesting buildings and create an interesting environment for life with almost direct contact with water in the center of Brno. The thesis deals with the architectural study of the selected block of the "Brno Island". It is an apartment building with rentable space in the parterre. The main architectural concept consists in transforming the natural form of the river bay into an architecturally formulated mass that creates a unique living environment. The character of the parterre resembles the stone coast on which the dwelling is built, which is not trying to compete with this environment, nor to thematise itself, but fit into such a conceived landscape.

The aim of the diploma thesis is the architectural design of the stadium for track cycling. It deals with a covered hall, which is located in the area of Komárov on the territory of the sports resort Hněvkovského. The urban design ofthe territory is elaborated simultaneously with the study of the hall. The resort offers a wide range of sport fields for recreational as well as top athletes, and the new velodrome hall should dominate the entire area. The buildingprovides background for the important cycling club TJ Favorit Brno. It also responds to the current requirements of track cycling and thus enables the organization of international races.

The topic of this diploma thesis is design processing of a new sacral building in Brno-Líšeň district. It is a plot in the middle of a panel building between the health centre building and the building of the Salesian Youth Center, so-called Salesko. The Salesian community, which will use the building the most, has been waiting for the realization of this building for many years. The key theme is the creation of spaces enabling people to meet for worship, celebrations and social events. The design is processed by two interconnected operations - the building of the Church of the Descent of the Holy Spirit and the building of clergy house. The basic composition consists of three cubic masses - the entrance, the main liturgical space and the clergy house. The bell tower is the height dominant feature which indicates the sacral function of the building. The project consists a set of buildings with two above-ground floors and a basement in the entrance part of the church. This project also mentions the solution of open spaces around the plot and their conversion into quality public areas, marginally. The sacral space is to become a place that welcomes and takes in its visitors and gives them the feeling of safety. Inside this building, people will find peace, support and undestarstanding, so they may leave with the feeling of being a better person.