This diploma thesis focuses on the design of new multifunctional building in Frydek-Mistek. Project and attachments are processed according to the current laws, regulations and standards. Multifunctional House is located on parcels 3364/190 and 3503/1, in the cadastral Místek. The house has four floors and reside in 3 commercial units and in the last two floors 5 residential units. The other two dimensions of the house are 21,15x13,15m. Roofing the house is solved by a flat roof. The building is brick ceramic blocks Porotherm. Ceilings are made up of reinforced concrete panels. The construction is based on flat base structures that form the plain concrete C20 / 25 and the supporting concrete slab thickness of 150 mm is reinforced curry networks 100/100/6.

Project documentation addresses the construction of the building Pension for seniors in Chomýž. The plot is close to the village center. It is a detached new build. The building is used for senior housing in a very quiet area. There is one part of a building apartments 1 bedroom and 2 bedroom apartments. In the second part of the building, which serves not only seniors, but also close to the public, is dining with dispensaries, further a patisserie, general practitioner, pedicure and hairdressing. The building and access roads designed for the disabled. The aim of the project documentation is to increase the comfort of the service in the village Chomýž.

This thesis deals with the application of Markov chains for the production of concrete products. The theoretical part is focused on clarifying the concepts of risk management and describes the procedures for dealing with classical Markov chains. There are presented basics of fuzzy logic and finally there is explained the procedure using fuzzy logic in calculating of classical Markov chains in the subsection entitled Fuzzy Markov chains. The practical part describes production process, namely concrete pavements. On this production process is applied knowledge from the theoretical part and there is a comparison and evaluation of two methods of Marcov chains calculation (classic and fuzzy approach).

There is ussualy used the Masopust's method to assessment the piles in Czech Republic. This method is based on statistical processing of large data set of load piles tests. Due to the using of regression coefficients this method is relatively complicated and not very transparent. Instead, foreign standards ussualy use direct the values of limit stress on the base of piles and unit friction capacity. Procedure for determining the bearing capacity of the piles is thus considerably simplified. In this thesis the Masopust's method is compared with the methods used in Germany and Austria. This comparison provides insight to the safety level that include various approaches.

During recent years more and more emphasis has been put on saving and ecological aspects of the civil engineering industry. As the total volume of concrete being produced on our planet is immense (ca 1010 tons per year), the possibility of decreasing it by even a small percentage can bring large savings in material costs, transport and other costs and reduction of CO2 production and other pollution. Therefore, optimal analysis of design variables of concrete structures appears to be of high importance. Optimization is finding the best solution to a given problem. Many disciplines define different optimization problems and it is typically the minimum or maximum value of the objective function that is searched. It is known that mathematical procedures and algorithms to find an optimal structural design are used in practice in mechanical engineering, but the use of these tools in civil engineering is rather exceptional. Generally, scientific works deal with the optimal design of structures only. Finding of an optimal shape and dimensions is usually a question of the engineer’s experience and good “guess”, which is then verified by calculation. There are many reasons explaining why optimization in common practise is used only occasionally. One of them is the absence of proper user friendly software tools which could help within relatively short time available for structural design. Another reason is the complexity of optimization tasks as well as a lot of constraints in civil engineering design codes. Last but not least, the change of design variables of buildings, bridges and structures of special types do not express regular response. This issue is discussed in the submitted work.

REBUILDING OF THE INDUSTRY AREALS AND ZONES - LAUNDRY FACTORY "CHRIŠTOF" IN VYŠKOV. The proposal was approached as to the overall redevelopment area, leaving one central building. Furthermore, it accommodated a number of new buildings for shops, offices and housing. Urban design responds to the surrounding buildings and orientation to the cardinal. Part of the area is used as a park for recreation and sports activities. Overall, this is a change from the closed obsolete and unused territory which becomes a public space for shopping, dining, living and sports.

The diploma thesis is about design and project documentation of fitness and wellness center. The designed object is situated in the outskirts of Havlíčkův Brod in a quiet environment and with direct connection to the city dam. The object is a three-storey partially-basement building with a flat green roof in three levels. The building is based on the base passages of plain concrete, reinforced concrete slabs and beads. The supporting, peripheral and partition walls are designed from the VELOX system. The outer casing consists of cement slab, reinforced concrete core and thermal insulation. In open-plan areas there are designed reinforced concrete columns. The ceiling structure is predominantly designed from reinforced concrete slabs to lost formwork. Part of the facade is plastered, the other part is ventilated. Individual architectural elements divide the object into units and fit into the natural landscape. The object is divided into several tracts where each has its own purpose and specification. In the 1st floor there is a gym, room for trainers and coordinating training room. In the center there is atrium, reception, cloakroom, buffet and public toilets. Vertical communication is possible using a suspended staircase or a hydraulic lift. On the 1st underground floor there is a reception desk and cloakroom for disabled people. In the western part of the tract there is an indoor pool with whirlpool, of course there are cloakrooms divided for men and women. The eastern part of the tract is used as a technical room of air-conditioning, there are also 3 saunas, including a relaxation room and dressing room. All facilities on the 1st underground floor have access to an outdoor park, including a dam and outdoor whirlpools. In the 2nd floor there is a staffing facility, an area for manegement, technical rooms and an outdoor green terrace. The designed object is designed for disabled people. Around the object there is designed a car park for 33 cars.

The theme of this diploma thesis are the Selected Parts of Building and Technological Project for Football Tribune of Ander Stadium in Olomouc. The content of this diploma thesis is the technological process of assembly of the building bearing construction of prefabricated concrete elements, the budget, the inspection and the test plan, the issue of safety and health at the construction site, the project concerning the construction site installation, the mechanical assembly, assessment of tower crane, object time and financial plan, construction technology study and the construction timetable.

The Diploma thesis "Kindergarten Dandelion" was made as a project documentation for a building construction. It is a detached building with a rugged design on a large and gently sloping land. Kindergarten is divided into three parts, two one-storey parts and one middle two-storey part. There are two operating units for children, technical and administrative part and separate language classroom. Kindergarten is planed as a masonry building based on strip foundations.

The content of the master´s thesis is new building sports hall of ball sports. This building has contains no cellar and three above-ground floors. In ground floor, there are playing area, changing rooms, relevant functional facilities including utility rooms. The first floor is completely reserved for spectators, there are tribune for sitting spectators, gallery for standing spectators, hygienic rooms and buffet for spectators. In the third floor, there are rooms for VIP spectators, briefing room, head office of sports hall including conference room, spaces for TV transmission, hygienic rooms and utility room. Object is based on concrete foundation pads and strips foundation. Structural system of the object is combination of column system from cast-inplace reinforced concrete and wall system from brickwork. Floor structures over above the first and second floor are designed as castin- place reinforced concrete, floor structure above the third floor is folded from wood beams. Loadbearing structure of roof is system of glue laminated timber girders, roof cladding is mechanically anchored.