The diploma thesis is focused on structural design and assessment of lookout tower. The elements of the lookout tower are made of cast-in-place reinforced concrete except for the stair flight, which is made of prefabricated reinforced concrete. The output of the diploma thesis is a structural design report and drawings of the shape and reinforcement. The calculations were performed using Dlubal RFEM 5.26.02. The drawings was processed by AutoCAD 2020 with the RECOC extension.

The aim of the thesis is to design a load-bearing precast concrete structure of production facility. Part of the diploma thesis is to design alternative roofing construction including economic comparison. Internal forces analysis was processed by Dlubal RFEM 5.16 software. In order to find out the expected results, were created simple bar models and the spatial model of the structure was processed later. Structural design report was created for selected elements of the concrete structure including drawings.

The thesis is focused on the design and assessment of two variants of tanks for wwtp. For comparison, a reinforced concrete tank and a prestressed concrete tank were designed. The work includes a data accompanying report for the static calculation and a technical report on the construction, static calculation and drawing documentation of shapes and reinforcement. The calculation of internal forces on the structure was performed in the SCIA Engineer 18.1 calculation software.

The thesis Building Investigation and Diagnosis of Reinforced Concrete Structure is focused on analyzing two reinforced concrete bridge structures. It discusses different evaluation surveys and its influence on later evaluation of the bridges. In this thesis there is included static evaluation finding supports at one of reinforced concrete bridges. Practical part is complemented by the necessary theoretical part, which deals with exploring bridges, ways of their implementation, and a summary of the most commonly used diagnostic methods for bridges.

The master thesis is dealing with the constructure of a house with nursing care. It’s four floor cellarless building with flat roof. The strucutural system is a wall system of brick blogs. Ceilings are solved as reinforced concrete floating slab with circuit reinforcing beam.

The diploma project is involved in structure design of multipurpose house. It´s four floor building with one underground floor and flat roof. Structure system is reinforced concrete skeleton. Ceilings are solved as reinforced concrete slabs, spot supported by columns with circuit reinforcing beam.

This master’s thesis is concerned with the static load capacity assessment of the reinforced concrete facility in the sports and recreational compound Kraví Hora in Brno, which is up to be reconstructed. The calculation results, overall assessment and static security suggestions are interpreted in the summary of the thesis.

This thesis deals with building survey and diagnostics of residential house in Brno, which since its construction showed extensive faults. The theoretical presents to the general issue of building technical surveys, diagnostics reinforced concrete structures and describes methods for diagnosis of reinforced concrete structures. Practical part deals with building survey and diagnostics of the object including static assessment. Overall assessment is given in the conclusion.

The aim of this master's thesis is design of an indoor swimming pool in the town of Náměšť nad Oslavou. The thesis contains project documentation, technical reports, reports of fire safety and assessment of building physics. There are two swimming pools designed in the building, main swimming pool of lenght 25m and a smaller one for children. Next to the pool hall a wellness area is placed consisting of three saunas, as well as cooling pool and a rest room. The proposed building has one ground floor and one basement level. Load-bearing structures are made of reinforced concrete except for the structure of the roof in the pool hall which is constructed from glued timber trusses. A glass facade is designed in this part of the building. Perimeter walls are thermally insulated using polystyrene foam. The roof is designed as a compact roof with foam glass thermal insulation.

Content of this master's thesis is reconstruction of road brigre and determination of its load capacity before and after reconstruction.