The topic of dissertation is project of two- storey mountain hotel in Horní Bečva. Mountain hotel will be used for accommodation and STRAVOVÁNÍ. In basement are four hotel rooms connected by corridor with access to clubroom, fitness room, lounge, sauna and staircase, which is connecting basement and ground floor. In the basement are also rooms for employees, which are office, laundry storage room and cleaning room. In ground floor are rooms for guests, as restaurant, bar, conference room, WC and bicycle and ski room. There are also rooms for employees with separate entrance, which are dressing rooms for men and women, kitchen with storage space. In first floor are hotel rooms, laundry storage room and cleaning room. Mountain hotel has rectangular plan. It has saddle grinder roof.

Les premières charpentes à chevrons formant fermes dont on a gardé en France des traces datent du XIème siècle. Ce principe va se maintenir jusqu'au XVIIème siècle, pour disparaître ensuite totalement. Leur dispositif morphologique change progressivement avec le temps. L'objectif de ce travail est de contribuer à comprendre les déterminants de cette évolution. Nous proposons deux explications à ces transformations : l'une repose sur l'évolution des connaissances en mécanique des structures. En sélectionnant des spécimens représentatifs des jalons identifiés par nos prédécesseurs, nous utilisons une modélisation numérique de ces structures hyperstatiques pour mieux comprendre le rôle précis jouée par les différentes pièces de la charpente. Les études comparées mettent ainsi en évidence un lent processus d'innovation où alternent des phases d'adaptation morphologiques conjoncturelles et la prise en compte d'une nouvelle connaissance mécanique induite par ces évolutions. L'autre prend en compte la problématique du levage de ces charpentes. En reconstituant certains spécimens remarquables et en étudiant leur mise en place, à l'aide de dispositifs de levage représentatifs de ceux utilisés à cette époque, nous cherchons à préciser la plausibilité de certains scénarios et les séquences opérationnelles associées. Les résultats invalident certaines hypothèses et en particulier, celle d'un assemblage des fermes au niveau du sol avant de les hisser sur les murs. Les premiers dispositifs longitudinaux reliant deux fermes principales apparaissent aussi comme une aide au levage : ils facilitent le travail en hauteur et permettent une mise en place simplifiée des chevrons / The earliest wooden rafter trusses in France can be traced back from the 11th century. Their morphology progressively changes in time until the 17th century, after which it disappears completely. This research is meant to be a contribution towards the understanding of the possible origins of such an evolution. Two explanations are proposed :the first one is based on the accumulation of knowledge in structural mechanics of the carpenters. Considering a selection of specimens that are representative of major milestones identified by previous authors, a numerical modelling of these hyperstatic structures is implemented so as to understand better the precise role played by the different elements of the framework. Comparative studies highlight a slow evolutionary process in which phases of situational shape adaptation alternate with periods of implementation of new knowledge extracted from these experimentations. The second explanation takes into account the problems related to the erection of the frames. Through reconstructions of remarkable specimens and the simulation of the assembly process using representative lifting devices, the credibility of a number of scenarios and operational sequences are evaluated. The results invalidate several assumptions and in particular, that of an assembly at ground level preceding the lifting into place. Furthermore, the first longitudinal systems connecting two principal trusses appear as an aid to the construction process: these facilitate safer in-situ operations and allow an easier assembly of the rafters

In this work is presented development of computational model of real timber truss in collapse state. The model was solved linearly and geometrically non-linearly and the results were evaluated. The aim was to depict the real behavior of the structure.

Diploma thesis solve design of the Apartment house in city Vsetín. It is a four-storey detached building without basement. The shape of house is rectangle with maximum dimensions 30,72 x 17,42 m. The apartment house is designed of clay block Porotherm 30 AKU SYM, is founded on the foundation strips and the roof is saddleback with a slope 20°. There is designed a 18 flats.

This final thesis projects an areal of riding center with four objects. The first one is complex of stabels ,the second one is riding hall, , and the last two area family house and litte apartment for accomodation of employeers and visiters. For objects one and two is complete documentation, the other ones are processed as a studie. All the buildings are designed as a timber structure, the ridding hall is created by glue laminated timber girders.

The content of this thesis is to design four storey block of flats. The house is supposed to be passive. The building is four storey basement, roofed hipped roof, with flat roof operation served as a terrace. The building is located on a plot of number 1037/28 in the village Trebic, cadastral area Trebic. Supporting structures of the house are made of monolithic reinforced concrete frame with masonry infill of clay brick blocks THERM. The building is insulated contact insulation system EPS boards. The roofing is done using a timber truss. The house is based on the base plate. The project includes a seminar work assessing thermal technical and acoustic properties of structures.

The aim of diploma’s thesis is a design od school house, exactly language school and english kindergarten. It’s a new building, designed on a flat plot no.873/21 in cadastre unit Horni Herspice, in a Brno’suburb. The language school is intended to accommodate 41 students. Kindergarten is for education preschool children. Kindergarten is designed for total capacity of 40 children. The building was designed in a rectangular shape without cellar. It is a two-storey masonry system. Both parts of the building were designed so that students and children do not meet. A schoolmaster office is located on the second floor. The building was designed from sand-lime bricks KM Beta. The thermal insulation is made from external thermal insulation composite systems ETICS, floor structure is from ceramic-concrete precast floor slabs. The major part of the flat roof structure is double-layered while the rest is a green single-layer construction.

The subject of this diploma thesis is the elaboration of project documentation for the construction of a new multifunctional building. The building will be located in the city of Brno, in the district of Zábrdovice, in street Vlhká. The building is divided into residential units, offices, a dental office, a café and a technical background. The building is designed as a terrace house in blank space, non-basement and with four above-ground floors. The residential part has 2 flats 3+kk. Part of the residential areas includes storage areas and garage. Non-residential premises include a café with hygienic facilities, administrative part of individual offices, storages and hygienic premises, dental office with waiting room and background for employees and technical facilities – technical room and air-condition machinery. There are 17 parking places, of which 1 for people with limited mobility and 1 for motorbike. The object is based on piles. The peripheral load-bearing structures are walled of sand-lime blocks. The ceiling structure consists of prestressed ceiling panels. The building is sheltered by hipped roof, which is made of gang-nailed-connected timber truss. The stairs are prefabricated. During processing the emphasis was put on the appropriate layout, building-construction and architectural design and safe use of the building. Project documentation is processed in Allplan.

The theme of master’s thesis is the newly built sports center in Rosice. This work aids to develop design documents for building construction. The building is partial basement, four-storey. The building is designed of systém Heluz with cast-in-place reinforced concrete floors. The roof construction is single-flat, over part of the building is composed of timber truss Gang-nail. In the building there is the bar with bowling alley, squash, small multipurpose sports hall, fitness room, table tennis and spinning. In the basement are designed three saunas. Tennis courts with playground are outside next to the building.

The subject of this thesis is the solution of a new building of nursery school in the part of city Brno – Tuřany. It is a cellarless, detached building and single-storey building. Nursery school will be two classes with 40 children. The floor plan is irregularly – shaped plan with orientation of the classes to the east. Building is designed from structural masonry system Porotherm with contact thermal insulation system. Roofing is solved with use of two different slopes of timber girder.