The design for load tests of reinforced concrete members subjected to pure torsion. Calculation of ultimate torsional strenght of the reinforced concrete members with different theoretical approaches. Creating a mathematical model in Atena 3D software. Evaluation and comparison of the experimental results with the analytical part of the project. Recommendations for implementation of a similar type of experimental tests.

The goal of this Master´s thesis is a review of a reinforced concrete chimney´s stack and a foundation design based on a combination of M+N load. Two bar models (by ČSN and EN) and one shall model were created to analyze internal forces. The fine element software SCIA ENGINEERING was used to create the models. The loads taken into consideration - for analysis include self weight, lining, temperature, wind, and Karman vortex. The stack was horizontally divided by several cuts which were investigated. The stack and foundation were designed by an algorithm created in the program MS EXCEL. The piles were designed in the program GEO 5. Drawings include - drawings of shapes and drawings of the reinforcement of specifics part of chimney.

The theme of the dissertation is former brewery in Opava. Specifically: Spilka, Varna and Strojovna. Current state and adaptation for new using is solved.

This thesis addresses the design of multi-purpose building with six floors. The building is located on gently sloping terrain in central Blansko, the plot number 2840th. The first floor is designed for services and other floors are designated for housing. The building has 8 flats – 1 room + kitchenette and 10 flats – 2 rooms + kitchenette, a total of 18 housing units. The supporting structural system is transverse. The walls of the house are built from blocks POROTHERM. The roof is designed as a flat. Windows and doors are wooden.

The subject of the diploma thesis is a new-built home for the seniors in the village Lavicky. The building is designed on flat terrain. The main entrance is oriented to the west. It is a building with one basement and three floors. The building is designed of reinforced concrete frame with masonry infill from Heluz. Basement wall is made of reinforced concrete. The building is covered from one part of a gable roof and the second part of the flat roof that serves as a terrace. House is designed for desabled persons.

Master thesis describes the design and assessment of main parts monolithic reinforced concrete construction of office building. Solved elements are locally supported slab, stiffening perimeter beam, column, wall and fundamention strip. Components of master thesis are also drawings of shape and reinforcement. Calculation of internal forces was performed by computer program SCIA Engineer. It was control by simplified method of replacement frames and results were compared.

Diploma thesis deals with static analysis of supporting structure of multifunctional building with an atypical floor plan shape. Thesis contains static reports of the main elements of the structure. The lower construction is made of reinforced concrete. The upper structure consists a steel frame and composite elements.

The Master´s thesis describes static analysis and design of reinforced concrete prefabricated of the production hall. Entering the work is to verify and dimension elements of structure.

The objective of this thesis was to design and check typical elements of the 5th storey of monolithic reinforced concrete structure of residential building. Horizontal load-bearing structure consists of a continuous slab of six fields with reinforcing ribs, which are located under the building envelope, bidirectional slab simply supported, further staircase beam and lintels in the corridors and loggias. Vertical structures consist of walls and columns.

Diploma thesis deals with a design of concrete arch structure. There was made a preliminary design of concrete structure of a buried arch bridge. Subsequently was the shape of arch structure optimized to oblige the requirements of real buried arch bridge structure. There is included static calculation of the ecoduct construction. It is developed detailed drawings