This thesis deals with a bridging design of a river and ČD railway at the town bypass . The construction of the bridge is made as a running girder used for the road S 11,5/70 crossing the river Šlapanka and the railway line Šatov – Kolín, TÚ 1201. The work comprises some alternative solutions to this bridging design as well, especially alternatives of cross-section, static system and bridge building process. The static design solution made on a computer includes TDA (Time Dependant Analysis). All suggested alternatives consist of a design of prestressing and rough assessment of chosen sections. The next goal of this thesis is working-out of a project based on chosen alternative of the main bearing construction and a rough calculation of the foundation.

The purpose of the master thesis is the Residential house, Nachod - Tepenska. The building is situated near by the city center of Nachod. It contains 6 floors. In the first floor there are two comercial areas, technical room and parking lot. The roof of parking lot serves as a terace for the second floor. In other floors are situated flats. Whole building is covered by flat roof. The ETICS is applied. The insulation from mineral wool is used. The master thesis includes the blue prints of the building.

The discussion of the master’s thesis is static analysis of residental building. The thesis details the original solution from assesment and a new design variant solution. The work is focused on static solution of monolithic concrete plate with ribs and is devoted to limit states assessment of the plate with ribs. The thesis includes a time analysis structure and prestressed ribs in the new variant.

The subject of this diploma thesis is the architectural design of the New synagogue in Brno. The aim of this study is to create the closed a closed complex of buildings, which will be used by the Jewish religious communities and their members. Therefore, a building program is designed individually, according to the preferences and needs of the target group. The new building is located in Brno-Trnitá. At present, a new Jewish community center with a new synagogue in his heart is under development. The center is intended for all age groups. Besides the New synagogue, the area will contain a museum, kosher restaurants and administrative center. The administrative building of the Jewish community center is composed of a multi-purpose hall, a Jewis library, offices and a mikveh. Design of adjacent buildings and planned housing development is part of the presented urban design.

The subject of the master’s thesis is static design and assessment of the static load-bearing steel structure. The structure is designed for the site Brno. Specifically this is an eight-storey office building with a 54 x 12 m floor plan and a total height is 30,2 m. The steel structure is lovated betwrrn teo reinforced concrete towers secure for vertical transport. The structure is designed in three variants. In the one of them a steel frame with hingee attached elements. The ceiling structure is designed as composite steel and concrete structure.

The topic of the diploma thesis is the design of monolithic concrete structure CERIT in Brno. There are designed three preliminary variants of the concrete structure for the problematic place in the building. Selected variant is developed in detail design (the concrete wall). The solution comprises statical analysis, text section and drawing documentation.

The main aim of the thesis was to create design documentation, energyefficient terraced house in the village of Moravian Knínice. The proposed building will be located in the vacant space between buildings. Layout of the building is limited by the size of building lots located in hillside surrounding buildings, and orientation to the cardinal. The thesis deals with the layout, building and construction, buildings, so that it effectively uses renewable energy and efficiently work with them.

The theme of this doctoral thesis is the design of concrete shell structures with the focus on finding their optimal shape. The optimal shape of a concrete shell is the shape in which for a given load (usually the dead weight of the structure) no significant bending moments are generated in the shell and the structure is in the so-called membrane state. The inspiration for this thesis is the work of Swiss engineer Heinz Isler, who developed the shapes of shell structures using model tests of appropriately loaded flexible membranes. He developed the shell structure for large spans by inverting the resultant shape, which carried its weight almost entirely via membrane forces. The numerical solution of the above experiments using Midas Civil is presented herein. The basic principles of the method are demonstrated on the example of sagged cable. The numerically found shapes are compared with the analytical solution. A shell is designed based on the numerically found shapes and its stress response to dead load is described, particularly in relation to the membrane action. In the next part, the acquired knowledge and methods were used to design three relatively complicated shell structures. Each structure was statically analysed and its static behaviour was described. Structures with perfectly rigid or flexible supports, which simulate real behaviour of the supports, were studied. In the final phase, the results of static analysis of the selected shell were experimentally verified on a physical model in a scale of 1: 55.56. The model has been built using 3D printing. The thesis describes the use of a modelling similarity, the model design, the production process, and the experiment. The load test confirmed the optimal design of the shell structure and the validity of the numerical method for finding their shapes.

The theme of this diploma thesis are the Selected Parts of Building and Technological Project for Football Tribune of Ander Stadium in Olomouc. The content of this diploma thesis is the technological process of assembly of the building bearing construction of prefabricated concrete elements, the budget, the inspection and the test plan, the issue of safety and health at the construction site, the project concerning the construction site installation, the mechanical assembly, assessment of tower crane, object time and financial plan, construction technology study and the construction timetable.

The thesis deals with Komenského Street sports hall construction in Lysá nad Labem. Although partially dealing with construction of all parts, in detail it studies gym construction, focusing on time management, technology and resources of implementation. The thesis is divided into the drawing and text parts. The former includes site facilities design and building situation. The latter consists of the main part construction project implementation study, itemized budget, time schedule, technological regulations, inspection and testing plan for the implementation of the main construction part 1st floor reinforced concrete columns and walls, construction machines and mechanisms design as well as time and financial schedule.