Проведено сравнение технико-экономических показателей известных методов усиления железобетонных колонн для различной категории технического состояния. / The comparison of technical and economic indicators of known methods of strengthening reinforced concrete columns for various categories of technical condition is carried out.

Aim of the final thesis is to create loadbearing prefabricated structure of building, which serve like office building and area for car-showroom, and creating static assessment of main supporting parts. For those parts will make drawing documentation of reinforcement and shapes. Computational 3D model for evaluation of internal forces is realized in Dlubal RFEM 5.07 software. For better check and comparison were create 2D spatial bar models of selected frames.

This diploma thesis deals with the comparison of design method of concrete constructions according to currently valid European standard EN 1992 and American standards ACI 318. For comparison was selected parts of the office building. In this work was assessed locally supported slab, columns and staircase.

Master’s thesis describes the structural design and static analysis of selected elements of prefabricated reinforced concrete industrial building, that will be used as storage hall. Purpose of thesis is elaboration of assembly drawings of the project documentation and drawings of formwork and reinforcement assembly of selected elements. Calculations were performed in computer programs for static analysis SCIA Engineer 16, IDEA StatiCa and FIN EC. Drawing were made in programs Allplan 2016 and AutoCad 2015.

Diploma thesis deals with the design and static analysis of an apartment building. The main task of thesis is to design and access the constructions of an expension of an apartment building. The assesment is carried out according to the ČSN EN 1992-1-1.

The subject of this diploma thesis is the design of multifunctional building in Brno, in Cimburkova street. The building is placed on flat terrain and it has four floors. Floor plan of multifunctional building is rectangle shaped. There are three different establishments in this building. Most of space of ground floor and first floor is used as parking. Rest of space of ground floor and second floor is used as café, hairdresser and store. There are eight separate offices and sanitary facilities, break rooms, storages and servers. The supporting construction of building is made of reinforced concrete column system and ceiling slabs. The building is based on reinforced concrete slab and than there is a flat roof above the building.

The doctoral thesis deals with the strengthening of reinforced concrete columns by FRP fabric wrapping. Its aim is to describe the principles of confinement based on the analytical study, numerical simulations and the results of the experimental program. The description of the confinement philosophy is made with respect to the type of FRP material used. It was therefore possible to present a design process of confinement, which accurately predicts the behaviour of the confined columns. At the same time, some effects limiting the effect of confinement (e.g. the method of wrapping, the number of FRP fabric layers, the slenderness of the element, etc.) are included in the design. The dissertation also presents basic information about FRP material and its properties and gives an overview of design approaches of the FRP confined columns. The dissertation also pointing out the shortcomings of the design code ČSN EN 1992-1-1. The stated example highlights the significant variation in properties of confined concrete determined by selected approaches. This variation of properties complicates the design of this strengthening method. The experimental program was used to verify the basic principles of confinement and, through high columns, allowed a description of the behaviour in almost the whole range of interaction diagram. The conclusions of the work provide information on possible future research direction.

Diploma thesis is about design and making of execution project for office city building which is located in Nový Bydžov. The building is located in the late brownfield area of Dufek´s wood manufacture, which is on the south part of Nový Bydžov. The building has four above ground floors and one below ground floor. The building shape is rectangular of dimensions 53,02 x 17,62 m. On the south, west and east is the façade from height of second floor slightly cantilevered. On the east part the edge of cantilevered façade duplicate slopping edge of the bottom land and it creates wonderful but economical shape. The height of the building from the ground is 14,5 m. The shape of roof is flat, covered with the mPVC foil and gravel mound. Façade which covering the first ground floor is made of polystyrene with thin layer of plaster which creates building plinth. Top cantilevered façade is made of ceramic tiles of dimensions 1200 x 600 mm which are suspended behind the air layer. The ceramic tiles are light brown color. In the bottom part are glazed areas of rectangular and square shapes to create the open feeling in the ground floor. In the rear part is designed coffee bar with nice outside wooden terrace. Windows in the top cantilevered part of the façade are the circular shape and extend the architectural impression of the building. All windows are in the same color of dark blue. The steel parts of the building are also dark blue color. In the bellow ground floor are designed underground parking lot with the maximum capacity 29 cars and technical equipment. In the first floor above ground are designed reception, big lecture hall, exhibition hall, coffee bar with terrace and toilets. In the second floor above the ground are offices, computer room and HVAC equipment. In the third above floor are offices, conference hall, and IT equipment. In the fourth floor above the ground are also offices, maintenance room and storage of furniture.

The aim of the project is a new building of a sport and wellness center in the cadastral area Brno-Židenice, South Moravian Region. Sport and wellness center is designed as a detached building with two floors and basement with a flat single skin vegetation roof. In the 1st floor there is a reception, cafe, children's play area, central changing rooms and a technical facilities. In the 2nd floor is a fitness center, solarium, massage rooms and sports nutrition and diagnostics. In the basement is a wellness center, facilities for employees and lasergame arena. The main structural system of the building consists of reinforced concrete columns and reinforced concrete slabs. The facade is designed as a contact thermal insulation system and glazed curtain wall.

The subject of this thesis is a design of a newly built guesthouse on a bicycle path in the village Spálené Poříčí. The building is designed in a gently sloping terrain towards the west. The main entrance faces the south. It is an object without a basement and with two above ground floors. The structure of the building is a transverse wall system made of ceramic fittings. Other walls are also made of ceramic fittings. The entire building is based upon the stripe foundations and footings. Pension is covered in the part of the accommodation and in the restaurant part with a gable roof. For the restaurant, a terrace is designed on the west side of the building. In this thesis, static and building equipments are solved. The building is also evaluated in the terms of lighting, thermal, acoustic requirements and the fire safety of building is also solved.