The Master’s thesis Office building is compiled in the form of project documentation witch comprises all the requisites required by current regulations. The designed building is placed on the sites numbered 2589/1 in Litomerice. This is a new building withoutbasement with four floors. The house is rectangular in plan, built of precast reinforced concrete frame system with infill masonry and roofing flat roof monotube roofing.

Final thesis with tittle: "Monolithic multi-storey wall building" is processeed as a project documentation according to valid assesment. The object is located in the city of Boskovice, 35 Hybešova street. Its ground plan dimensions are 52,8m x 12,5m. Total height of object is 22,3m including roof-wall, measured from the level of base chink. There are enclosed balconies on the south direction. Movement between floors is ensured by 2-flighted stairs. Object is It is made of reinforced concrete. It is designed as 6-floor bulding with a flat roof. The main supporting construction is created by system of walls and reciprocally asigned ceilings, which are sticked together. Walls are designed as pillars. The building is assigned to a belt bases. Module dimensions are 8,7m in longitudinal direction and 5,2m in transversal direction. Height dimension is 3,0m. The thesis is dealing with the 1st upper floor.

The subject of this thesis is the implementation of the project documentation construction of polyfunctional house. The future object will be located in Šumperk Street Šumavská and fits seamlessly into the surrounding buildings. The building is detached, it has five floors and no basement. Construction system is primarily wall, only some elements of the framed. The roof of the object is flat and will not be operational. On the first floor there is a snack bar and two shops are also located on the first floor of technical facilities and common areas for residential units. On the second floor is office space for the two companies. In the amounts of ground floors for living spaces. Altogether there will be located fifteen housing units.

This is a residential house in Brno. The supporting structure is reinforced concrete. The building has one basement and six floors. Vertical load-bearing structures are made up of reinforced concrete columns and walls. Horizontal load-bearing structures are formed by slabs (bearing in both directions). The staircase is concrete slab. Foundation is on piles. Infill vertical structures are brick. In the fifth floor pool is located.

The Master´s thesis subject is a design and an estimation of the load-bearing structure of a multi-storeyed building. The structure has a miscellaneous ground-plan shape consisting of three rectangular tracts and it is placed in the building basement under the ground level. The load-bearing structure involves walls and a floor slab which rises up vertically closer to the ground level in the central tract. Among further components being solved belong stairs, basement slab and beam. The load-bearing structure is solved monolithically as steel concrete component.

An attempt to save the city of Detroit, Michigan, and its existing buildings by giving it a new meaning and future. Cars and roads are eliminated. Tiger Stadium is converted into a city-wide freight receiving and shipping facility. A system of pneumatic tubes is implemented in each neighborhood, with a district tube router facility inside the LaFayette Tower. Apartments vitalize the landmark Fisher Building. A new multi-storey research/ education/ work station with more stairs then elevators fills in an old parking lot. / Master of Architecture

Brno will continue to be the city and the centre of the fairs. The historical part around the pavilion A is opened to public and the fairs are concentrated around the pavilion Z, where a new city entrance is planned within a linear park, also a new pavilion and a superstructure with residence of BVV is planned. Newly, the terminal Lipová is designed with the cableway station, which is not only an attraction over the valley of Pisárky, but also represents a form of transport to the campus Bohunice and back to the trade fair center. The design of an exhibition pavilion is situated in a part of Brno-Pisárky, in western area of BVV. The Pavilion contains an exhibition hall and an entrance edifice on a new axis directed from an Anthropos over an superstructure on a significant pavilion Z. The entrance edifice in a central of pavilion is surrounded by exhibition area and its centre is plaza with natural woody plants and colonnade. Entries are leaded on galleries on this level. Galleries are opened into the exhibition hall. A restaurant has a specific view on the dominant-pavilion Z. A visitor goes through the plaza and descends on monumental stairs to the pavilion Z into area of BVV in a primary direction. The visitor descents from the plaza over each galleries to the exhibiton area in a secondary direction. The proposal offers to the visitors and exhibitors not only gathering outdoor relaxation area on the plaza, but moreover interesting experiences from galleries. The total built area of the pavilion is almost equal to the exhibition area, because the design creates the entry level on the third floor. The new building meets the requirements of modern exhibitions and will be used for social and educational events - balls, weddings, conferences, cultural events - concerts, theater, opera performances and sports events. The Pavilion will be visited by inhabitents of all ages not only from Brno, from near and distant surroundings, but also by visitors from abroad.

The main concern of this thesis is to design a five-storey multifunctional house. The house is divided into the main living area to which it belongs especially residential units accessible by stairs from the ground floor and also basement boxes and room for prams. On the ground floor are also located the individual garage, store room and technology. The house has four floors and a basement, the basement are located mass garages. The house has a sloping wooden roof trusses.

The thesis dealt with the reconstruction of the existing farm buildings. After a complete reconstruction of the object it will serve as a guest house with training center. The equipment includes the restaurant with its own kitchen facilities and building will be completed by the wellness center, which will be located in the new part of development. Object of wellness center will probably be completely resolved in the construction phase B. The property is located in the village Býkovice, Býkovice (616524 ), house No. 30, No. 82, land parcel numbers: 120/1 , 120/2 , 121/1. That object will consist of three floors, one floor is partly underground, further aboveground floor which will be directly accessible from the northern part and attic. The total built-up area will be approximately 526 m. Ridge height is 5,250 m and 3,840 m. The building is based on the existing foundations and the new wellness center is based on the footings of plain concrete C16/20. The base concrete slabs will be made new in the entire building, reinforced with KARI networks 150x150x6. Peripheral bearing and interior bearing walls remain largely preserved (masonry, brick, stone and mixed). New structures will be designed in Porotherm and added with light rails Fermacell (SDK). The steel-concrete ceiling and ceiling in the new part will be made of Porotherm. The staircase is made of steel, staircase. The roof is gabled house (main building) and desk (east wing), above the training center is also gabled roof. All roofs are fitted with metal roofing.

The thesis is focused on the opinion of an office building from the perspective of two different standards and comparing their approaches. These standards is a currently valid European Standard EN 1992-1-1 (EC2) and standard according to US standards ACI 318-11. In this work were considered pillars in the second basement and on the first floor. Was also assessed locally supported slab above the 1st floor and staircase connects the individual floors. All the completed elements were assessed according to the 1st ultimate limit state.