The project aimed to familiarize yourself with the issue of floating structures, according to the procurement documents and knowledge acquired during studie, a study of existing floating structures. Review was conducted design adapted from documents. More space was devoted bottom structure in the assessment. Other structures designed only provisionally.

Diploma thesis deals with design of a road bridge over Husí potok in Hladké Životice. The supporting structure of the bridge is designed in three variants, one of which is selected variant post-tensioned slabs. To address the internal forces is used computing software Scia Engineer. In the structural analysis of the bridge structure is assessed at the ultimate limit state and serviceability by European standards – Eurocodes. For chosen variant is prepared drawing documentation and visualization.

The subject of this thesis is technological projet of a bridge construction over R7 in the municipality Droužkovice. The presstressed superstructure is 63,20m long. As a part of this thesis is enclosed the technological report, site equipment, financial and time schedule of the main construction object, technological prescription of superstructure, the control and test plan, technological regulations.

This diploma thesis deals with a project of a road bridge. The bridge is located on a second class road S 7.5/50 and goes over a I/11 road and a local road crossing in Bystřice. Three options of the road bridge are conceived out of which the connected beam girder is chosen for further development. A calculation of the structural stability of the load-bearing construction, that includes time analysis of the construction work (i.e. particular phases of the construction), is added to the project. The structural stability calculation is assessed in accordance with valid European standards. Drawing documentation, a time schedule and 3D visualization of the road bridge is also attached to the diploma thesis.

The purpose of this thesis is to design bridge over the valley on D1 highway. Length of the structure is 170 meters. Main structure is four spans prestressed beam. The length of fields is 36+48+48+36 meters. The structure is examined in all phases of construction, including the operating phase according to valid standards.

This thesis is drafting static protection church horizontal pretension, especially at the level of foundations and walls. Furthermore, the design of a new increase the stiffness of reinforced concrete towers and other prestress. The role was also producing construction drawings for the design of static security.

The master’s thesis on the topic Kindergarten is processed in the form of project documentation for the implementation of the new building Kindergarten. Project documentation is designed to meet the applicable standards. The building is designed in the catastral of the city of České Budějovice. The building has two floors and it‘s designed from Porotherm with contact thermal insulation system, roofed by warm flat green roof and based on the footings of plain concrete. The ceiling construction is deigned from the prestressed concrete ceiling panels. The building contains three classes for a total of 60 children. Food and washing bedding is provided by imports.

This thesis addresses the repair and reinforcement of ceiling construction disturbed by excessive deflection. The aim is to design a gain ceiling structures suitable method. The proposal includes a calculation of prestressing losses. Calculation of internal forces was carried out using a computer program RFEM. The assessment was carried out according to limit states.

The topic of this thesis is a safe and economical design of a bearing bridge structure with a variable cross-section according to all valid regulations and standards. The structure is reviewed by limit states. The solution includes time-dependent analysis of the structure with the influence of progressive construction.

The aim of the Diploma Thesis is a multifuncional building design. The Design Documentation deals with a four-storey multifunctional building. This multifunctional building is separately standing building. The building is designed as a newly constructed four-storey multifuncional building, without basement. The strucural system is desinged in a walled technology of POROTHERM system. Ceilings are made of prestressed concrete ceiling panels. The roof is shed, made of asphalt felts. The house will be founded on monolithic concrete continuous footing strips.