The subject of the diploma thesis is the elaboration of an architectural study of the reconstruction of the pre-plant zone of the Facelift of the Dukovany power plant. The construction site is an area that belongs to the village of Dukovany and borders the village of Rouchovany. As a whole, this area is in poor technical and architectural condition. However, its location gives potential for new uses. The solved area belongs to the ČEZ nuclear power plant.

The subject of the diploma thesis is the elaboration of an architectural study of the reconstruction of the pre-plant zone of the Facelift of the Dukovany power plant. The construction site is an area that belongs to the village of Dukovany and borders the village of Rouchovany. As a whole, this area is in poor technical and architectural condition. However, its location gives potential for new uses. The solved area belongs to the ČEZ nuclear power plant.

The proposed building is part of a complex of three buildings. The task was to create the dominants of the new territory, which would include functions corresponding to the concept of a smart neighborhood. The building has 19 floors above ground and two underground. The simple shape is complemented by the corrugated roof of the congress center and the curved atrium. The main entrance is towards the new city street, the main facade of the congress center faces the square. The dynamics of the shape of the high-rise building is supported by an irregular grid of windows, the combination of full masonry and leaky lighten the facade of the lower part.

The topic of this diploma thesis is design of new production hall in the cadastral area of city Hrusinec. The building is located in an existing industrial area. The building consists of two adjacent structures. The higher of them is single-story production hall and the lower is three-story high office building. In horizontal plane the buildings have rectangular shape. Hall part is designed as a steel structure on foundation blocks. Roof is supported by truss girders. Office building is designed as a monolithic reinforced concrete skeleton also on foundation blocks. The flat roof of the office building is a single-layer with typical composition. Functionally, the building is designed as a single unit. The total employee capacity is approximately 54 workers.

The objective of this thesis is to create the documentation for building construction.Designed building is a sports center, which is used for playing tennis. The project is located in the cadastral Holostřevy, a small village near the town of Plzen. Construction will be visible from the highway D5, which is widely used by German, Austrian and Czech drivers and her attendance and payback will be more effectiv. And the architectural appearance shoud be also contribute. Project documentation has been prepared in compliance with applicable laws, regulations and standards. The building is functionally, operationally and structurally divided into two parts. The first part is called "zázemí" (background). It is the skeleton construction of reinforced concrete with cross reinforced the plate. Packing construction is only between the base and the ceiling and itsn't supporting. In the "zázemí" there are dressing rooms, sanitary facilities, but also a café. The second part is a "hala" (hall). It only serves to playing tennis. The supporting construction is a lamellar wood trusses and central column in "zázemí" supporting it. It is interesting that on the 2nd floor which serves as a grandstand, are formed two parts, one of which serves as an auditorium for interior court and the other as an auditorium for exterior court.

Diploma thesis deals with a project of a new building of a new science library building. The building has four floors and basement. The building will be located in České Budějovice town. The building fulfills the function of the study of books and technical standards. There is designed spaces for organizing lectures and refreshments in cafeteria in the first floor of the building. Library space made available barrier free. Its architectural design resembles the shape of an open book. The structural system meets modern trends in construction and architecture, and it does not interfere with the surrounding buildings.

The objectives of the diploma thesis are selected parts of construction technology project – apartment house „Panoráma nad přehradou“. The diploma thesis contains operational procedure of manufacture of bored piles and foundation slab (use of waterproof concrete) and their applicable control and test plans. Another part of the diploma thesis are time and economic plans, concept of site equipment, study of main technological phase realization and block plan drawing. Item budget, OHSAS, operational procedur for manufacture of RC cast-in-place floor slabs and assigned drawings were done within another task.

The diploma thesis is focused on a structural analysis of a multi-storey office building. The Loadbearing structure is made of cast-in-place reinforced concrete. In the thesis there is analysed a selected floor slab, a column, a foundation pad, a part of loadbearing wall and a precast staircase. Computation of internal forces is carried out by computational software SCIA Engineer. The Results from the software are verificated via simplified manual method. Assessment of a structure is done according to valid standards and regulations.

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.

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.