Master´s thesis focuses on the design of monolithic reinforced concrete structures storey hose which consist of 2 underground and 6 floors. This project deals whit two different boards, board over ground floor and over second floor, as well as three pillars supporting board, separate staircase placed in a reinforced core, base plate. All calculations are done according to applicable standards, mainly according to ČSN EN 1992-1-1.

The main goal of this diploma project is detailed design documentation of the House with hospic care, Litomyšl. The building consists of two upper ground floor levels. First ground floor is partially recessed into the terrain. The layout responds to the main purpose of the building - healthcare and social centre. Hospic is located on the edge of the city, it has the L-shaped form. The area with rooms for patients is distributed along the southern facade. The objective of connecting the interior and garden in the courtyard has been considered while forming the exterior finishing surfaces. The capacity of the hospice centre is 15 beds. The building structure is made of masonry walls with reinforced concrete slabs and combination of single sloped roof with flat roof.

Diploma thesis deals with the complex desing documentation newly-built hotel. The building is situated in the centre of Brno in the cadastral Brno – Trnitá. The hotel is desingned for temporary accommodation and small conferences. It is four-storey building with flat roof and without a basement. Cast-in-place reinforced concrete farme is used for structural system with locally supported slab. It used clay bloks for infill wall. The whole building is insulated external thermal insulation composite system from mineral wool. For visitors to the hotel is parking available in the south part of the land. The hotel is desingned for visitors with limited mobility and orientation.

This diploma thesis is focused on operational testing of selected railway lines with different structures of railway superstructure. For the purposes of measuring were chosen suitable measuring sections on the rail corridor and was designed suitable measuring methodology. Dynamic and acoustic parameters of tested structures were determined on the basis of all tests, which were performed. Suitable mathematic method was chosen for evaluation of tests in time and frequency zone. Part of my work is also compare parameters of the tested structures and recommendations for practice.

This thesis solves the construction of a pension that is situated on the street Vídeňská in Mikulov. It is 3-storey building and it is based on strip foundations. The roofing of the pension is solved with hipped mansard roof. The building plot is on the mildly sloping terrain, situated towards the south. Technical design solves the object, which is suitable for short accommodation in form of the pension with full board. The purpose of the use of the building is providing accommodation and restaurant services.

The content of the master thesis is processing of project documentation for he mountain boarding house in Zdobnice in Orlické hory, first done as a pilot project and then as a building construction project. It concerns a three floor building. Vertical load-bearing structures are made of ceramic blocks. Horizontal load-bearing structures are made of prestressed hollow core slabs. Roofing is solved with mono-pitched roof and flat roof. The access to building is from the west for the public and from the east for the staff. There is the ski and bike rental in this building.

The thesis deals with the design of the crematorium located in the municipal land registry of the city of Žďár nad Sázavou. The thesis contains design documentation, technical report, thermal technical appraisal, details of 2D technical field, fire technical report, structural analysis of reinforced concrete structure, heat recovery.The proposed project has two floors.The build-up area is 587 m2. The proposed project has green roof. The building is divided into three working parts.

This master thesis deals with a draft of precast concrete frame structure on the case of gymnasium building. The major part of this work are transversal and longitudinal frames, consisted of footings, columns, girders and precast floor slab. Other parts of the building are not solved. Thesis consists both static calculations and drawings.

This diploma thesis is about analysis of post-tensioned cantilever beam, which is part of cantilever of commercial building. The main part of thesis is evaluation of behavior of building structure in time and determination of the most suitable staging. Next part of thesis is design and evaluation of reinforced slab and beam.

This diploma thesis deal with of the design of selected parts of a monolithic reinforced concrete building. Static solution includes an assessment of slab in local supports, calculation of columns, beam, stair and footing. The building will be used as an multifunctional building. In this thesis was developed a static calculation, reinforcement drawings and shape drawings.