The theme of this diploma thesis is the design and assessment of a part of the underground load-bearing structure of the administrative center according to the source material. Emphasis is placed on the design, taking into account the waterproofness of the construction, the so-called white tank. This is ensured by the correct design of the concrete construction of the foundation slab and walls, taking into account the constructional details of the day and expansion joints, the concrete composition and the construction process.

This diploma thesis is processed in the form of design documentation for implementation of building. Solved building is a library in Veselí nad Moravou, cadastre unit Veselí-Předměstí. Building includes three above-ground floors and one underground floor. Floor plan is in shape of rectangular. Beside regular departments of library, study rooms, conference room and office parts, there is also a cafe and a bookstore. The structural system of a building is designed from cast-in-place concrete frame with filling from ceramic blocks Porotherm 30 Profi. Horizontal structural system is from cast-in-place reinforced concrete point-supported slabs. Part of facade is from glass and part is with contact thermal insulation system with mineral wool insulation. Roof construction is designed as flat green roof.

The thesis deals with the design and assessment of all supporting parts of a cast-in-place reinforced concrete sewage tank in a wastewater treatment plant. The thesis includes a technical report, static analysis, drawing documentations, construction process and visualization. The drawing documentation consists of shape and reinforcement drawings of supporting parts.

The thesis deals with design and assessment of all supporting parts of cast-in-place reinforced concrete tank. The thesis includes a technical report, static analysis, drawing documentations, construction proces and visualization. The drawing documentation consists of shape and reinforcement drawings of supporting parts.

The thesis deals with the analysis of a reinforced concrete digestate tank. The tank is built as a semi-underground construction. The roof is designed as a reinforced concrete dome, which is prestressed in a circular beam with prestressing cables - monostrands. The calculation of internal forces were performed by the software SCIA Engineer. The structure was assessed for the ultimate limit state and the ultimate serviceability state, in terms of watertightness for the width of cracks.

Vid beräkning av grundkonstruktioner tillämpas ofta Winkler-modellen där jorden ersätts med en fjäderbädd som motsvarar jordens styvhet, en så kallad bäddmodul. Samverkanseffekter försummas ofta i dagens sätt att ansätta bäddmoduler och konsekvensen av detta blir att oförutsedda dragspänningar uppstår. Syftet med undersökningen är att ge konstruktörer ett underlag så de kan välja en beräkningsmodell som ger beräkningsförutsättningar vid dimensionering av grundkonstruktioner som tar hänsyn till samverkanseffekter. Målet är att påvisa hur samverkanseffekter och ansättning av bäddmodul påverkar delar av grundkonstruktionen med hänsyn till moment. Tre olika metoder för att beräkna bäddmoduler och två olika sätt att ansätta dessa har studerats med avseende på hur moment uppträder i grundkonstruktionen. Sex modeller har analyserats i datorprogrammet FEM-Design genom fyra valda sektioner i grundkonstruktionen. Resultatet visar att val av bäddmodul inte påverkar formen på momentkurvan men att det maximala momentet kan variera stort. Resultatet påvisar även att det uppstår zoner med dragspänning i konstruktionens överkant som en effekt av samverkan. / The Winkler-model is often applied when calculating foundation slabs. The model intend to replace the subgrade with a bedding of vertical springs that corresponds with the stiffness of the soil. The integration of the foundation slab is often neglected in todays approved methods of implementing subgrade modulus. The consequence of this overlook may cause unforeseen tensile stress in the foundation. The purpose of this study is to support engineers in their decision of choosing a model and provide proper conditions designing slabs taking into account for interplay of the whole foundation structure. The aim is to demonstrate how the interplay in the construction and the application of the subgrade modulus affects parts of the foundation regarding bending moment. Three different methods of calculating subgrade modulus and two ways of application have been studied with purpose to illustrate how bending moment appear in the structure. Four sections have been selected to represent the structural behavior to analyze six model cases in the FEM-Design program. The result indicates the choosing of subgrade modulus affect maximum value of bending moment although the appearance of the momentum curve are not affected. Results also show that zones of tensile stress occur at the top of the foundation as an effect of integration effects of the whole structure.

Project solves seven-storey building with basement in urban area. Object mainly consists of building and private parking area. Functionally, the building is divided into parts for commercial, administrative and housing. The shape of the building is terraced with flat roof. Structural systém is a frame with locally supported ceilings founded on reinforced concrete slab supported by piles. The building envelope is partly of ceramics blocks, concrete wtih ETICS and curtain wall. The aim of project is to create documentation for realization based on building physics solution.

Master's thesis deals with design and static solution of foundation slab of mountain hotel. Two calculation versions are made – simplified („inverse ceiling“) and calculation using software RF-SOILIN. This thesis also includes a comparison of both results. Reinforcement is designed for more accurate internal forces and the assessment of structure is performed according to the 1st limit state of capacity.

The aim of master thesis was design and assessment foundations of waterproof concrete. Computational software Dlubal RFEM 5.07 used to calculate internal forces. Calculation in acordance with applicable standards.

This subject of this thesis is an apartment building with a garage in basement and three levels located in the part of Praha called Stodůlky. In this thesis are solved certain parts of reinforced concrete structures: foundation slab, slab above basement floor, column, stairway, cantilever slab and wall. Static behaviour of the object is analysed in the programme SCIA Engineer. The drawings of the reinforcements are made in the system programme AutoCAD and the superstructural programme for AutoCAD Recoc