The diploma thesis is focused on the design of the supporting structure of a multi-storey parking house. Part of the work is also a search of three parking houses in our country and in Slovakia. The content of the work is a preliminary design of 3 variants of a typical ceiling structure. Subsequently, one variant is selected and processed in detail. A flexurally supported slab-wall model was created in Scia Engineer for the analysis of the structure. Selected structural elements were modeled separately. Additional assessment is performed in GEO, FINE, IDEA Statica, JORDAHL and MS Excel software.

Corrosion fatigue is a common failure mechanism in rock drilling components and many othermechanical parts subjected to cyclic loads in corrosive environments. A crucial part in the design ofsuch components resides in the selection of the right materials for the application, which ideallyinvolves testing and comparison of their performance under working conditions. The present work was performed with the purpose of designing a corrosion-fatigue testing methodthat would allow the designer to compare the performance of different materials exposed to corrosionfatigue, permitting also the comparison with results from dry fatigue testing. The method was designedfor rotating-bending machines. Two different steel grades were used during the work, one throughhardened and one case hardened. The effect of these heat treatments and of shot peening overcorrosion-fatigue behaviour were studied using the proposed method. It was proven that the testing speed has a strong impact on the fatigue life of steel. It was found that,at a fixed stress level, the case hardened and shot peened steel reached 3X10^6 cycles at 2300 rpm,while it failed at only 5X10^5 cycles with a testing speed of 500 rpm. A large beneficial influence of theshot peening was demonstrated. It was also observed that, at fixed testing speed, the shot peening onthe through hardened steel can increase its fatigue strength from 190 MPa to 600 MPa under corrosionfatigue. Many cracks were found at the surface of the shot peened parts, which are arrested near thesurface by the compressive stress layer from the shot peening. It was also found that, for the non-shotpeened parts, case hardening had a slightly higher corrosion-fatigue strength than the throughhardened. This might be a result of the compressive stresses from carburization, or due to the highercore toughness of this steel grade.

The thesis deals with the design and calculation of selected parts of an apartment building in Brno. The apartment building is 6 floors (one underground floor and 5 above-ground floors), the underground floor is the entire reinforced concrete. The work focuses mainly on the static design and assessment of individual elements of reinforced concrete structures. The assessed load-bearing elements are the roof slab, ceiling slab 1.PP, prefabricated staircase, elevator shaft and so-called white bath (foundation slab, walls). All calculations are performed using SCIA Engineer. Individual ceiling slabs and staircases are solved by 2D models and the construction of the white bathtub is made in a 3D model. The design proceeded according to valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of this work is static design of reinforcement of all solved parts and drawing documentation.

Ce document discute de la fourniture de services de diffusion où des contenus de toute nature doivent être transmis efficacement à un ensemble de récepteurs. Plusieurs problèmes se posent : - la robustesse face aux problèmes de transmission, qu'il s'agisse d'erreurs (inversion de bits) ou de pertes (de paquets); - l'efficacité du service fourni, en termes de performances de correction d'erreurs et/ou effacements, et de faible complexité algorithmique; - le respect d'éventuelles contraintes temps réelles de certains contenus; - et enfin le passage à l'échelle lorsque le nombre de récepteur augmente significativement. La problématique est assez large et nous nous "limitons" à deux aspects et composants essentiels que sont : - les codes correcteurs de niveau applicatif, ou AL-FEC, pour le canal à effacements, sans lesquels l'efficacité du service serait fortement compromise, et - les protocoles de transport qui définissent les règles d'échanges d'informations entre soure(s) et récep- teur(s) et garantissent le niveau de fiabilité nécessaire. Tout au long de ce document, nous détaillons ces deux axes et positionnons nos contributions et leur usage effectif dans le panorama actuel.

This diploma thesis is focused on study of cognitive and communicative phenomena, which appear at solving exercises in semantic and arithmetic environment First-Grade Students' Stepping. These phenomena are revealed by a set of quantitative analysis experiments undertaken with first-grade pupils. Theoretical basis, which make the description of revealed phenomena possible, are generic model theory and semantic embedding of number (Hejný), procept theory (Gray and Tall), mathematical schema building theory (Hejný) and didactic constructivism, structural and semantic conception of number, process, concept, procept.

The main goal of this diploma project is to produce an architectural study of the Moravian Wine Centre Brno (MVC) located on Hlinky Street in Brno, Czech Republic. Study also includes a concept of urban planning at Zluty Kopec area. Proposed urban ideas lead to development of a bidirectional passable park area and create an axis leading towards Moravian Wine Centre. MVC is a multifunctional building which contains the following space and operations: a leasable retail space for winemakers, space for wine degustation and archive boxes, a congress center with multifunctional hall, offices of The Czech Republic Institute of Wine, a gastrostudio, a viewing terrace restaurant, a cafe, a hotel type of accommodation in double rooms and suites, apartments with roof terraces, a wellness centre and space for wine production. Design of the proposed MVC complements surrounding buildings built in functionalist era and highlights the enter of proposed park. The facade is functionally pure with an accent of colored glass. An important part of the proposal is to link the design of new building with the historic cellars with tradition of wine processing. A part of this project was to design an interior spiral staircase connecting the basement with the entrance area. The construction of building contains integrated elements of renewable resources of energy such as photovoltaic facade.

The final thesis is focused on construction of the main technological stages of the administrative building of the Vídeňská in Brno. The final thesis contains the object engineering report, technological study, technological report, design of construction machinery and their transport. It also includes control and test plan, detailed schedule, item budget, and device object design. Finally is a plan of safety measures on the building.

This diploma thesis deals with design and assessment of selected parts of the reinforced concrete frame of multi-storey administrative building according to the ultimate and serviceability limit state. The aim of this thesis was to design and assess the reinforced concrete structure of a slab above the first floor, one column, a foundation pad and a staircase. In addition to the static calculation, drawing documentation is included. Internal forces were obtained from the 3D model created in computational software Scia Engineer 16.1.

This thesis deals with the elaboration of construction project documentation of newly built car showroom with authorized service station and financial centre located in the city of Kroměříž. The building was designed as self-standing with one underground and two above ground floors and is conceptually divided into three tracts – car showroom itself, technical facilities and authorized service station. There are underground garages, storage of new cars and technical rooms situated in the basement. Showroom, sanitary facilities and operational premises, separate client services such as reception, new car selling desk, service station desk, spare parts selling desk or reception technician desk are situated on the ground floor. Also there are storage of spare parts, car wash with utility room and facilities for employees of service station. Service station itself and storage of tires are adjacent to these areas. First floor is only partial and includes financial department, offices and directorate. Construction system of this building is designed as reinforced concrete skeleton with cross-reinforced boards. The skeleton is partially blocked by porous concrete blocks 300 mm thick with thermal insulation of mineral wool 200 mm thick (main part) and 160 mm thick (service station, storage). The facade is ventilated and glazed facade system is used.

The subject of my master´s thesis is a project of a new sports center in Havlíčkův Brod in Humpolecká street on plot no. 2709/3 and 2709/4. The land is sloping and its area is 14 849 square meters. The building has two overground floors and one underground floor. Vertical bearing constructions are designed from the monolitic ferroconcrete columns. Space between colmuns is made up of ceramic blocks. In the underground floor the space is made up of monolitic reinforced concrete. The vertical peripheral structures are provided with an insulation system with ventilated space. The horizontal bearing structures are designed as a monolitic reinforced concrete slabs. The roof is designed single – layer vegetation area. The roof over sports hall is sloping made up of wooden trusses. In south-eastern side of sports centre is designed restaurant with its technical background. In the underground floor there is relaxation part with swimming pool, saunas and massages. The rest of sports center is made up of technical and hygienic background for visitors and employees, and sports grounds, for example badminton courts, climbing wall, squash courts, fitness and 4 sports rooms.