This diploma thesis focuses on the design of a new kindergarten building located on a slightly sloping plot in Dubňany, South Moravia. Functionally it is possible to divide the kindergarten into three parts - administration, education and technical facilities. There are two classes, each for 24 for children, a separate common room and a pottery class. The total capacity of the kindergarten is 48 children. It is designed as a single-storey building with a green flat roof and without a basement. It is based on concrete foundation strips. Loadbearing mansory is made of sand-lime blocks, partitions are made of sand-lime blocks and aerated concrete blocks, ceiling is made of prestressed hollow core slabs. The walls are insulated with a combination of contact thermal insulation system and ventilated facade with facade cladding of fibre-cement board and timber cladding. Atypical round windows were use as a fun detail for the both classrooms and the common room.

This diploma thesis solves design of the new building for temporary accommodation. The building of hotel is located in the center of village Halenkov on plot no. 103/1, which is city plan for construction of buildins for development. The building is designed as two and no cellerage. The floor plan of designed building is creating the shape of letter L. The has gabled roof with a slope of 40 degree at the part for accomodation and single-layer flat at the part for restaurant. The building is of brick construction system of Porotherm blocks based on concrete footings. The ceilings consist of reinforced concrete monolithic slab andpre-stressed concrete floor slabs. The hotel is equipped with 27 rooms for 50 guests and the restaurant is designed for 72 customers. The thesis is processed in the form of project documentation for new building, containing all the requirements according to applicable standards and regulations.

The diploma thesis deals with the structural assessment of the existing reinforced concrete frame structure of the production building. The structure under consideration is carried out as a reinforced concrete monolithic frame structure with a discrepancy of 6,15 x 6,15 m (axis). The object has a rectangular plan of 13 x 9 fields. The total dimension is 56 x 81m and is divided into three dilation units on all floors by two inserted 3,65 m wide fields. The building has three above-ground floors and one underground floor. The construction height of the basement is 3,675 m, above ground level 4,0 m. On the west side of the building (axis A) are three reinforced concrete elevator shafts with a dimension of approximately 4,5 x 3,8 m. The envelope and inner partitions are made of bricks full of burned. The work shall include a static assessment of the status quo, a determination of the load capacity and a proposal for appropriate adjustments to ensure static reliability.

The diploma thesis deals with the design of concrete structures reinforced by FRP according to ACI, fib, CSA and EC2 regulations, which are stressed by a shear force. The diferences between steel rebar and FRP reinforcement were described, in particular its mechanical degradation over time and a different stress-strain diagram. Furthermore, shear capacity calculations were performed according to the regulations and compared with the real tests. Then the parametric analysis of shear strength was performed. In the practical part, the design of concrete floor slab structure supported by the pillars and walls was performed. The upper reinforcement of this slab was designed with FRP and the lower with steel rebar. Double-headed studs were used as a punching shear reinforcement.

The subject of this diploma thesis is a static solution of selected load-bearing structures of a polyfunctional building. The structures are designed according with ČSN EN 1992-1-1: Design of concrete structures - Part 1-1: General rules and rules for building construction

This diploma thesis presents a project documentation for construction of a community centre with a restaurant. Its construction site is located on the outskirts of town Jaroměřice nad Rokytnou, Poděbradova street. The building is composed from three parts, which are connected to each other. The first part houses the restaurant with its facilities. This part is a single floor structure covered by a flat green roof. Its façade is formed by white boards composed into an asymmetrical pattern. The second part serves as a backstage area where all the necessary facilities are located. This second part of the building is as the first part a single floor structure covered by a flat green roof. Its façade is formed by façade timber boards. The main entrance is located in the middle part, which is the third part the building. It has two floors and it houses an auditorium, a bar and amenities. Its façade is formed by trapezial boards. The construction system is formed by load bearing walls and by prestressed concreted floor panels or in some parts by cast-in-place reinforced concrete slabs. The building has strip foundations. Its interior walls are built from sand-limestone bricks with acoustic properties. The perimeter walls are covered with ventilated façade with mineral wool thermal insulation. The heating of the community centre is powered by gas boiler connected to single-vent chimney with ventilation shaft.

It is about new-built Retirement center standing alone in the cadaster unit of the town Velké Poříčí. The building has four- floors without basement. It is located in flat terrain near the river in quiet location. The house is built as letter L form. The Retirement center is adapt for disabled people. In the first floor is dining room, doctor´s office, part for employees and technical facilities for house. In the second and third floors are apartments. There are 12 single rooms for one person, 6 single rooms for pair with sleeping in one room and 4 apartments for couple with separated bedroom. In the fourth floor is access to roof terrace. The structural systém of the building is composed of precast concrete frame by Prefa, infill wall from ceramic masonry. Vertical structures are built by prestressed concrete floor slab Spiroll. The building has ventilated facade with mineral wool with facade cladding. The roof is warm flat roof with half intensive green roof.

Diploma thesis is focused on structural assessment and strengthening of the reinforced concrete flor slab disturbed by excessive deflection. Thesis included assesment of the existing construction and design method of strengthening of the floor structure with system using prestressing strands without bond.

The master‘s thesis concerns about the freestanding multipurpose sport hall with a base for sportsmen and spectators and its associated sport and regeneration centre. The object is situated in a city district Brno Bohunice. The designed building is divided into a single storey multipurpose sport hall and an outbuilding with two above-ground floors and a partial third floor above the entrance part of the building. Object’s plan shape forms a rectangle with recessed entrance part. The load-bearing structure consists of a combined column and wall construction system. The main multipurpose hall is roofed with arched glulam laminated trusses, which are supported by steel columns covered by sandwich panels. The outbuilding’s vertical load-bearing structure is formed by clay blocks. The horizontal load-bearing structure is formed by prestressed concrete floor slab. The building is based on shallow foundations. The object is designed to be barrier-free for sportsmen and visitors as well.

I deal with new building of multi-functional building. The building will be located in the town Brno-Horni Herspice, Sokolova street, parcel number 707/1, Brno district. Multi-functional building has four floors. Maximum dimensions the outline of the building are 20.56X21.06m. Height of the parapet wall is 12.815m above 0. The building is build on foundation strips of plain concrete 20/25. Concrete slab is reinforce with kari net 150x150x6. The building is designed from the masonry system Sendwix. The precast staircase is made of reinforced concrete. Ceilings are designed of the floor slabs Spiroll. Roof above cafe and flats is flat with coating covering.