The diploma thesis concerns static project of chosen parts of load-bearing structure four-storey multifunctional building. It´s frame structural systém locally supported colomns. The thesis suggests floor slab above ground floor including punching, colomn, foundation pad, basement wall, loaded soil and strip foundation. Every element was judged by load-bearing capacity, designed reinforcement and made drawings of reinforcement. Calculation of internal forces is made by finite element method of the program dlubal RFEM.

Possibilities of modeling non-linear behavior of concrete within standard room temperatures and increased fire-load values using FEM software ANSYS are studied. Temperature dependences of material models are considered. Fire resistance of reinforced concrete and concrete-steel composite construction is analyzed. Fire loads are defined in accordance with relevant standards. Non-linear structural transient analyses are calculated after temperatures were determined by transient thermal analyses. Results obtained from analyses of simple reinforced concrete structure are compared with approach of isotherm 500 °C method.

The aim of the diploma thesis was to design reinforced concrete construction of the indoor swimming pool and ensure impermeability of the construction, to ensure behavior as concrete tank construction. Static analysis was done by using program Dlubal RFEM 5.12, where interaction of subsoil with construction was taken into account. Slabs around the swimming pool area were divided into expansion section because of temperature changes from glass façade an after that the sealing of expansion gap was solved. Construction system under the swimming was designed and was tested the behavior of walls and slabs. Analysis was done also to considerate of hydration heat. The drawing was done by software CADKON RCD.

The aim of the diploma thesis is to design, structural check of rainforced elements. The slab, column, wall and staircase is desinged. The internal forces are obtained from Finite Element Method and are checked with the supplementary frame method. The design of elements is based on internal forces form FInite Element Method. Service limite state is check for the slab. All calculations were performed in accordance with valid standard.

The subject of this Diploma Thesis is newly built polyfunctional building in the Prague – Holešovice. Building land is slightly sloping. The building will be followed by the surrounding buildings. The building consists of seven floors. The floor underground technical spaces and collective garages. On the ground floor are two commercial spaces and reception. In the second to fifth floor are office space. The top floor is a penthouse with terraces. The building is designed as a monolithic reinforced concrete skeleton accompanied by a facade wall and the wall forming the core. The core consists of a elevator and a staircase. Floor slabs is continuous reinforced concrete slab with capitals. The façade of the building is divided by pilasters, stone cladding. Root at the penthouse is composed of a terrace with vegetation. Ground floor consists of shop windows with sun screens. All designs are in accordance to the valid ČSN code.

The diploma thesis is aimed for design and assessment main load bearing elements of a apart-ment building on the ultimate and serviceability limit state. Assessed parts of construction are reinforced concrete slab over the second floor, column and shear wall in the first floor, stairway slab and foundation pad. The elements are assessed in a structural design report according valid standard. There is created drawings. Internal forces are calculated using software Scia Engineer, where is modeled and loaded the construction.

The diploma thesis is focused on design and assessment selected parts of the reinforced concrete structure supporting six storey office building with regard to the ultimate and serviceability limit state.This thesis contains a static calculation and technical drawings of concrete slab above first floor, staircase and two columns. For calculation of internal forces was created a 3D structural model in Scia Engineer 16. Assessment of all designed parts of the structure is done according to Eurocode 2 (ČSN EN 1992-1-1).

Detta examensarbete syftar till att utveckla ett nytt sätt att använda betong för inredningsändamål. Betong har alltid använts i större byggnader, infrastruktur och andra kategorier. Nyligen började den moderna inredningen använda betong inomhus, till exempel som bänkskiva eller som en hylla. Arbetet fokuserar på en huvudfråga: Är betong ett bra materialval för inredning? För att besvara denna fråga bestämdes några punkter för att komma till huvudfrågan. Följande punkter behövde testat och analyserad för att komma till svaren:    - Beräkna och testa betongens hållfasthet    - Testa slagtålighet    - Analysera hur betong reagerar med kemikalier med olika pH-värde    - Förhållandet mellan miljö och betong    - Studera produktionen av betong Laborationstest, litteraturskällor och fältstudier användes som metoder för att få ett resultat av ovan nämnda punkter. Resultaten visar att betong kan användas som inredningsändamål och kan användas i större utsträckning än vad som är fallet idag. Sammanfattningsvis är betong ett bra material som används för inredningsändamål och den framtida tekniken kommer att minska koldioxidutsläppen som följer med produktionen av betongen. Det kommer att göra betong ännu bättre som material att använda i framtiden. / The following thesis aims to develop a new way to use concrete as interior material. Concrete has always been used in larger scale buildings, infrastructure and in other categories. Recently the modern interior design started to use concrete indoors for example as countertop or as a shelf. This thesis focuses on one main question: is concrete a good material choice for interior use. To answer that question, we decided to have sub questions to help to get to the main question. The following questions needed test and analysis methods to get to the answers:    - Calculate and test the strength of concrete    - Test impact resistance    - Analyze how concrete reacts with chemicals with different PH-values    - Study the production of concrete    - Relation between environment and concrete Lab tests, literature sources, and field studies was used as methods to answer those questions. The results shows that concrete can be utilized as interior material and can be used to a greater extent than is the case today. In conclusion concrete is a good material as used for interior purposes and the future technology will decrease carbon dioxide emissions that comes with production of the concrete. That will make concrete even better as material to use in the future.

Diploma thesis is focused on the construction of a two-storey, partly basement, family reinforced concrete house. The ARCHICAD 22 program was used to design this object, the SCIA 21.0 program was used for the model and the subsequent calculation of internal forces. In addition to the static calculation, the work includes reinforcement drawings and drawings of the shape of selected monolithic parts made in AutoCAD 2021. Reinforced concrete elements are assessed in accordance with ČSN EN 1992-1-1.

The diploma thesis is focused on design of a monolithic reinforced concrete structure of an apartment building situated in a gap site. The foundation is designed on a foundation slab supported by piles, which together with the walls in the basement are made as a waterproofness concrete structure. It is a two-way wall construction system, made in a combination of masonry and reinforced concrete. The structure was assessed for the ultimate limit state and the serviceability limit state. Due to the requirement for waterproofness, the reinforcement was designed for non-force effects at an early stage. The work includes drawings of shapes and reinforcement.