This Master’s thesis is focused on the design and structural analysis of load-bearing structure of a multipurpose hall that is strained by the permanent load, working load and climatic load. The hall has the shape of an elliptical dome. Maximum margin of the structure is 60,0m and maximum height is 18,0m. Main carrier elements of the structure are radially arranged curved beams made of glued laminated timber, class SA(GL24).

My diploma thesis is mainly focusing on analyzing the potential of chosen site and it’s possibilities to be used for building a community center. Designed building should serve as a starting point for revitalization of Ponava. It is designed in a way, which makes this building an icon of the whole revitalization process and also is offering a wide variety of cultural events. In a combination with proposed solution for traffic and people flow a meeting point for a wide spectrum should be achieved with designed building as a podium for city life. Office block is then stepping out a bit from this coulisse and is the most dominant part which is supporting the other cantilevered volumes. By doing so, the important role of municipality is captured in the image of the building itself.

The first section of this diploma thesis pursues an algorithm design of flood wave transformation in Excel software and its application afterwards. The software is used to design a small multipurpose reservoir. The algorithm covers consumption calculations of typical dam structures such as discharge structures, sluice planks, narrowed section of discharge pipes and safety spillways. The thesis also includes a mathematical model of water infiltration into the bottom of the inundation area and through the dam body. The last section of the thesis is dealing with an aesthetic integration of the whole structure into the local environment.

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.

The solution of this Diploma thesis is a construction technological project of multipurpose sports hall Kojetín. It contains a comprehensive section for the implementation of this structure. Work in this technological project is included the following elements: inspection and test plan, technological standard, technical reports, the financial plan, the timetable, principles of organization development, budget, maintenance and service life, energy label of the building envelope.

This diploma thesis solves a project Sports and wellness center. This object is located on land number 1241/549, 1241/571in cadastral office Velké Bílovice. The plot is located on a street Podivínská in Velké Bílovice. Velké Bílovice are smaller town in South Moravia. The building has two floors ane one underground floor. The building is constructed of brick systém SUPERTHERM HELUZ. The perimeter wall is constructed from ceramic blocks HELUZ STI 49. Ceilings are monolithic reinforced concrete. The building offers three squash courts, a fitness center, snack bar, sauna with massage. The entire building is expected movement of persons with reduced mobility. The roof is flat and angled wooden beam. Entrance doors and window are Aluminium

The subject of this diploma thesis is the processing of design documentation for realization of the new-build multipurpose building in Opava. The building is designed on the grounds of a former dairy in the Krnovská street where the demolition of obsolete buildings passed off recently. Now are these areas designed to build up again. Designed object will function as a multipurpose building with the operation of a restaurant on the 1st floor, office spaces on the 2nd floor and dwelling units on the 3rd floor. Part of the first floor is a mass garage primarily intended for residents of dwelling units with a total of 9 parking places. It is designed eight dwelling units in total of which six are one-room flats and two are four-room flats. Plan shape of the building is rectangular. The londbearing structure of the building is a reinforced concrete prefabricated precast concrete frame founded on cast-in-place concreted pads. Infill walls are clay brick. The building is roofed with warm flat roof. Dominant features of the building are large glass areas in all floors, metal ventilated facade and loggias of dwelling units. The drawings are processed in AutoCAD programme.

The subject of this diploma thesis is structural design of a car showroom building in Olomouc. The layout dimensions are 16 x 37 m, the roof is designed as a 5° slope half span roof with cantilever hanging of 6 m. Roof layout dimensions are therefore 22 x 37 m. The object is designed as a two – storey building with two levels of second floor. Maximum height of the structure is about 9,0 m. The design is based on a study of two materiál variants – timber and steel structure. More suitable variant was chosen and following drawings, structural design report and technical report were processed. Main structural system is designed as a one rigid corner column – girder connection, 6 m axis dimensions. Main structural material is a glued laminated timber, completed with coniferous timber and steel elements. The roofing is supported by rafters which are connected to the main roof truss. Bearing element of floors is a Novatop Element structural systém. The spatial rigidity of structure is ensured by steel stiffeners. Structural analysis was carried out by finite element method in software Scia Engineer 21, where the design of the basic elements for ultimate limit state and serviceability limit state was made. Connection design was processed manuály and with software Idea Statica and Hilti Engineering Suite.

Questo lavoro intende analizzare la correlazione tra innovazione delle imprese e capital sociale, misurato da indicatori classici (come la partecipazione politica e le attività nel tempo libero) e da indicatori maggiormente legati alla dimensione aziendale (come accordi e cooperazioni). L’analisi viene fatta sia per l’Italia che per il Regno Unito attraverso l’uso della Community Innovation Survey 4, la survey europea sull’innovazione e la R&S nelle imprese per i dati su innovazione e capital sociale aziendale. Inoltre vengono utilizzate l’Indagine Multiscopo 2000 per l’Italia e l’Indice di Deprivazione per l’Inghilterra come misure di capitale sociale classico. Infine viene proposta una comparazione dei risultati per i due paesi per l’analisi sul capitale sociale aziendale. Questa comparazione è riletta alla luce di più generali considerazioni sui due differenti sistemi produttivi ed economici. / This work would try to test the correlation between innovation in firms and social capital, measured by classic indicators (like political participation, leisure and activities) and more corporate indicators (like agreements and collaborations). The analysis is carried out for Italy and UK and we use the Community Innovation Survey 4, the European survey on innovation and R&D in the firms, for the data on innovation and corporate social capital. We use the Multipurpose Survey 2000 for Italy and the Index of Deprivation for England like measures of classic social capital. We further try a comparison of the results between the two countries for the analysis on corporate social capital. This comparison is finally referred to more general issues like the two different productive and economic systems.

The theme of the dissertation titled the Centre of Sport and Leisure Time in Brno is a design of a relaxing and sport site „Centrum Lužánky“. The subject of this project is architectonic-city-planning study, which deals with elaborating a concept of a sport centre behind Lužánky in Brno-Ponava. This dissertation contains details of the facility and the area of the current swimming pool Lužánky. The current state of the facility built in 1979 doesn’t meet requirements of visitors and sportsmen anymore. The main aim of this project is the reconstruction of the current fifty-meter swimming pool, a design of a new swimming pool placed under the ground floor of the current building, which will provide space for organizing international competitions, trainings of professional sportsmen, etc. At the same time the busyness of the current swimming pools would be lowered by building a new indoor and outdoor waterpark, especially for the group of recreational visitors. The attractiveness of the facility will be increased by the newly designed park relaxing area and proposed multipurpose area, used as a sports field in the summer and as an ice ring in the winter. Additional value of the facility is comprised by an indoor and outdoor café and large relaxing area on the roof of the waterpark. The whole area increases the community facility availability by a proposed wide range of services for health, relax and sport. The advantage of the whole concept is the mutual connection of all facilities. The entrance to the area is shortened by a designed pedestrian bridge, accessible from the south and north busy areas. The whole project is enhanced by increased number of new parking places, located particularly along the access road, the street Sportovní, going through a green zone. The road and parking places are proposed in the design of residential streets, respecting walking pedestrians. The area has a very rich sport history, which is dated back to 1922. The new concept increases th