A study of an influence of strengthening steel beams using reinforcement based on FRP on a moment bearing resistance and bending stiffness. Evaluation of the theoretical calculation methods based on the performed experimental verification. Description of the production of carbon fibres and composite materials on the basis of carbon fibres.

Master's thesis will deal with the second phase of shifting I/9 Dubice - Dolni Libchava passing west of the Ceska Lipa with an approximate length of 3 km stretch. Estimated start-up of this section is in 2014. This project should build on in the future by-pass Ceska Lipa and Novy Bor, which is currently without funds for implementation by 2025. Traffic load after completion of the by-pass should be approximately 16500 vehicles / 24 hours in 2030. The section is designed in the category S 9.5 with optional solving two major intersections. This thesis will focus on reducing the cost of construction of the section.

The main concern of this thesis work is the five-storey multifunction building. The house will consist of 22 residential units and one barrier-free apartment to which they belong cellar and two establishments. The building will have four above ground and one underground floor.

The diploma thesis is focused on insufficient capacity problem of roundabout I/35, I/57 and II/150 in the Valašské Meziříčí town. It is based on engineering survey according to which three possible models are designed. Capacity assesment is made on each of these models. Throug the evaluation is selected the most suitable design of turbo roundabout type "knee", which is technically processed and substantiated by text and drawing documentation.

The master´s thesis focuses on design of underground sprinkler tank for a shopping centre Sconto in Hradec Králové. The purpose of this thesis is to design and to analyse all parts of this construction. These parts are the roof, the bottom plate and the wall, which is represented by secant piles. Due to the high level of the ground water which causes a great pressure on the bottom of the tank, the solution of the bottom plate represents very important part of this thesis. There were used two programs for an analysis, Scia Engineer 2013 and FIN EC – Beton 3D. Furthermore, the work contains a view and a brief description of methods used for sheeting of foundation pits of a circular cross-section. In the end, this thesis contains the design of two other solutions of bottom plate and its economic comparison.

The subject of my Master’s thesis is the variant redevelopment of intersections I/56 and II/469 in Hlučín. Both interesections are situated nearby bus terminal. Extent of adjustment obstructs the object of former granary. There are checked spatial options for adjusting both existing intersections to the roundabouts. In the frame of variants, there is a different manner of solution of structural layout of both intersections, possibility of connection of bus terminal and transfer of pedestrian traffic across designed intersections. Part of Master’s thesis is traffic survey and capacity analysis of designed intersections.

The purpose of the projection was creating an object which offers enough space for social activities with possibility of free time spending. The floor projection of irregular shape allows the object of the golf club to be splitted into dispositionally detached parts. The object consists of three-storey main building and two-storey relaxing section. Whole object has a basement. It is situated in sloping terrain on the outskirts of the Dolní Dobrouč village. The basement of main building has the shape of irregular rectangle. It is imbedded into the ground and technical background of main object is situated here. The relaxing section is connected to this space by small passage which is used for technical background of this section. The floor projection of the first floor exceeds over the basement. In a guests section, there is a main entrance, a restaurant and a shop. The staff section adjoins to this section. On the second floor, there are conference rooms, administrative section, the other floor of the restaurant and a garage. The basement of the relaxing section as much as its first floor are designed for the guests‘ relaxation. The shed roof construction of the main building and the relaxing section is made of glued laminated truss. The garage has a shed roof too with the construction built of thin-walled domestic roof trusses. In the construction point of view the object was projected with aspect to cooperation of materials and systems and so allows effective use of different parts. The building does not invade the character of the environment due to its shape solution when object almost copies the terrain. However, the whole complex of golf club including golf course, creates a distinctive landscaping object.

This diploma thesis contains a study of current composite structure of footbridge and in part II design and assessment of steel structure of footbridge for pedestrians and cyclists placed on current footbridge location. Current footbridge is located on "nábřeží Dukelských hrdinů" in Rožnov pod Radhoštěm. In part I, assessment of the current composite structure of footbridge is done, using ČSN and ČSN EN standards for adjusted static behavior of the structure. Comparison of both assessments is made and also with an original assessment from 1988. In part II, design and assessment of steel structure of footbridge placed on currents footbridge location described in part I is done.The structure was designed as two vierendeels trusses connected with cross beams, supporting concrete bridge deck. 9 variants were examined, differing with truss height and the number of verticals. Detailed design and assessment for parts of the structure is done for the chosen variant.

Diploma thesis Pension - riding school is processed in the form of project documentation containing all requirements according to applicable regulations. The proposed facility is located on a parcel file with parc. no. 583/1, 584/1 and 16/1, in the village Vávrovice, which falls under the statutory town of Opava. It is a new basement house, which belongs to the civil, specifically in OB3 terms of fire safety. The building has a cross shape with a central raised portion compared with the lateral sides. The central part has 3 floors and the ground, which can later be used as an attic, two side sections have only 1.NP and attic. The shape of the roof ridge. The building is made of aerated concrete blocks YTONG and fully insulated.

The subject of this thesis is the static design of load bearing structure of a flat-building. The flat-building is designed as a two-floors building with cock-loft. The ground plan of the house is 15,04 x 16,74 m, the height is 9,25 m. The house is considered as II. snow area and II. wind area. The load bearing structure is designed in two variations. In first variation is designed load baering structure of the house by steel thin-walled sections, in second variation is designed by timber sections. In both variations load bearing structures is made of columns, garlands, ceiling beams and roof truss.