The diploma thesis presents design and assessment of a loadbearing timber structure of mountain hotel in the Trojmezi u Hrčavy area. The object is a two-storey building without cellar and with attic rooms. The object has a floor plan of an incomplete octagon with a roofless central courtyard. The structure spans 36 meters at its widest dimension and the maximum height reaches almost 12 meters. The individual segments are covered by mono-pitched roof with 27° slope. The main loadbearing elements are constructed of glued laminated timber and solid timber with steel joints and gypsum fibreboard cladding. The loadbearing structure is designed and assessed in accordance with relevant standards, taking ultimate and serviceability limit state into consideration. The thesis includes an engineering report including bill of quantities, structural design report and drawings of loadbearing structure, anchorage and selected details.

The subject of these Master Thesis is a new building of Cars Museum. The object is located in Telc on street Radkovska, district Jihlava. This locality was chosen for its favorable conditions. In this area, there are lots of enthusiast and supporters of motorism. The nearest commission of veterans is around 50 km far. This museum is also meaning to improve a network of a commission of veterans. Telc is a beautiful historic city, which is an ideal choice for a museum of veterans. The building is divided into 3 imaginary sectors. The first one is an administrative part, which has two above-ground floors. In the first floor, there is educative room to familiarize guests with the history of vehicles, entry hall with reception, hygienic facilities for guests and base for staff and operations of the museum. In the second floor, there are offices for the museum, the commission of veterans, meeting room, storeroom, gaming-room, and daily room. The second part is the exhibition area. The third part is workshops and a base to remove operating fluids from cars. The investor is a passionate collector of historic vehicles and wants to share his collection with the public.

This diploma thesis deals with the design of a steel structure of a multi-storey building in the locality of Opava. The proposal is developed in two variant solutions. Variant 1 has ground plan dimensions of 37,5 m x 37,5 m and a height of 47 m. The variant 2 has ground plan dimensions of 45 m x 45 m and a height of 49,5 m. The modular size of the fields is 7,5 m x 7,5 m. The main supporting structure is made steel columns and beams, ceiling construction with composite steel and concrete joinst and roofing of arched laminated timber. The stability of the structure is ensured by vertical and roof bracings.

The topic of this thesis is project and documentation for montane recreative komplex, which is situated in Loučná nad Desnou. The object is located in land-registered area Kouty nad Desnou. In this region is famous ski slope and from the hotel is nice view on this ski slope. The montane hotel respects criteria of protected landscape area Jeseníky. Architectonic plan is designed with respect to mountain scenery. In the hotel are 18 rooms with possibility 9 extra beds for 51 guests. There is a option to visit restaurant all-day. This restaurant is part of the hotel. Recreative zone is situated in north part of the hotel and this zone is devided into two parts. First part, is public and serves for all guests. This zone includes pool with whirpool bath, sauna and steam bath. Second zone is private. This zone provides privacy in massage rooms or in rooms for aromatic bath. The object is devided into four floors. Three floors are overground and one floor is underground. In the second and thirds floors are hotels rooms and rooms for clean-up and employees. First overground floor containes restauration with kitchen, coffee-bar, main hall with reception and all recreation zone, which passes to the second floor. Basement is consists of air handling units, technical rooms and housed mass garages with 21 places. Main entrance to the hotel is from south-eastern side and it is open space which passes to gallery. Type of constructional system is reinforcement framework. It is made of monolithic pillars placed on reinforcement column base with beam PEIKKO DELTABEAM. On this beam are located reinforcement ceilings elements SPIROLL. Fulfil brickwork is SILKA covered by combination of heating EPS with MW, ISOVER TWINNER with 200 millimetre thikness. Roof is combination of double cover flatbed roofs and single cover flatbed roofs. In the second floor is roof with posibility to walk to a terrace. Project was process in program ArchiCAD like BIM. In process of making was important to

The focus of this thesis is an architectural study of the Kraví Hora area in Brno in a 1:200 scale. The area is significant in both size and location, but has been underutilized up to this point. The objective of the thesis is to discover a solution acceptable for the city of Brno as well as BUT, whose intentions with the area differ significantly. The area has been designed to have recreational spaces of greenery. Traffic has been either largely reduced, or eliminated entirely. A wide variety of sports, eductational programs and recreational activities has been made available for visitors of all ages. The objective of the planned area is to inspire and positively motivate the study of technology and interest in science via its functional design. Exhibition areas, lecture halls, rentable workspaces for graduates, a recruitment center and general storage spaces has been designed in the area. The design of the buildings is based around the incline of the plot – they have a maximum of one extra floor over the level of the surrounding terrain. The green roof and the vertical outer layer of laminated timber is designed to provide a natural character to the structures. The predominantly horizontal area is granted an element of verticality in the form of a lookout tower.

This diploma thesis deals with design of the structure of the shelter i the park of city Hranice na Moravě. This load-bearing structure is made of glued laminated wood with the strength class GL24h. The structure has the shape of half ball and the load-bearing beams are in the shape of an arc. This building will be mainly used for cultural purposes. Ground plan dimensions of this shelter are 25x25 m. A complete static design solution including of all connection details and anchoring has been solved.

Master´s thesis describes the design and the check of the construction of the art gallery. This hall has the elliptical ground plan, the main dimensions are 25 x 40 m and the height is 12 m. The structure consists of 24 supporting curved ribs, which are supported on elliptical ring of steel at the top of the construction. Between the ribs are inserted purlins, which support the perimeter cladding. The structure is designed alternatively like the system of the timber solid beams from the glued laminated timber and the system of the steel truss girders.

The master´s thesis deals with wood-concrete composite floors constructions. The work is divided into a theoretical and a practical part. The theoretical part describes methods of construction and materials used for wood-concrete composite constructions. The practical part describes an experimental four point bend test carried out on wood-concrete composite elements and samples. Further, manual calculation was performed according to Eurocode 5 and in program Asteres three variants of test elements were modeled. Each variant had different composite stiffness according to the working diagram of composite elements. At the end, experimental, computational and numerical results were compared.

This diploma work deals with a project documentation for a sport center with a nursery school. The building has got three cascading floors. From funcionality perspective it divided into two parts, the sport center and the nursery school with a kitchen. The entrance to the sport center is located on the second floor where there are also facilities for sportsmen (changing rooms, showers, toilets, washrooms, a washroom for disabled people), facilities for the sport center manager, public toilets, buffet, storage. The playing area is situated on the first floor along with equipment storage, air conditioning machine-room and boiler-room for the whole building complex. Both floors are interconnected with a corridor with a wheelchair access lift. In the second part of the building, on the second floor there are situated kitchen, adjacent storage, staff facilities (changing room, toilet, rest room), office. On the third floor there is the nursery school, which means two daily rooms, changing rooms, toilets, dining room, food servery counter, toys storage, teachers facilities (rest room, toilet, showers), director office, cleaning room, outdoor toys storage. Both floors have their own entrance and are interconnected with a secondary staircase and a small cabin lift. The building object is found on single footings and strip foundations. The building is three-storeyed, bricked with thermal insulation. Load bearing structure of the roof is made of slightly curved glued laminated trusses.

This thesis solves design of timber structure of mountain hotel in Beskydy. The hotel is two-storey building with residential attic and no cellar. The ground plan of the building is about 15x26 m and height of the building is 14,76 m. The type of roof timbers was chosen from two options. There was used structural timber of the strength class C24, glued laminated timber of the strength class GL24 and steel S235. Program Scia Engineer was used for the static analysis of the structure. There was made only linear calculation.