The topic of this thesis is a project documentation of a Retirement home located in Prague in Novodvorská street. The building is designed as a stand-alone building with five floors of a rectangular ground plan with a receding fifth storey. The retirement home is divided into a public section - a pharmacy and a part for clients - accommodation, leisure time including facilities - a restaurant with a kitchen, a laundry room. The construction system is designed as a reinforced concrete monolitic skeleton with rectanguplar columns and the filling structures are made of ceramic blocks. The building is based on reinforced concrete footings. A waterproof concrete is proposed for the lift shaft, and the foundation sills are designed for the perimeter masonry. Roofing of the 4th and 5th floor is a warm flat roof. In the 4th floor roofing section, the roof is made as a concrete tiles paving. The main entrance to the building is from southwest and the access to the building is from the northwest side where there is a parking lot for employees and clients.

The topic of this thesis is a project documentation of a Retirement home located in Trencin part Staré zlatovce. The object had been designed as a stand-alone four storey building. The floor plan is in the shape of an "F". The Retirement home has a public part, designed for people from nearby area: There is a chapel, a Physician and flats for rent, restaurants and free-time activities. The food prepared in the objects is fairly simple. The main lunch courses are being delivered from a different provider and are only re-heated in the kitchen. A reinforced concrete monolitic skeleton has been used as a contrtuction system for the bulding with square-pillars and infill material is designed from massive wooden construction Novatop solid. The object itself is standing on reinforced concrete footings. The elevator shaft bottom will be made of water ressistant concrete. The building envelope threshold will consist of reinforced concrete as well. One part of the object, above the 3rd floor, is green-roofed, and the roofing above the 4th floor is warm flat roof. The same is designed above the 1st floor chapel - a warm flat roof with rectification pedestals and concrete paving so that the roof can be used as a terrace. Photovoltaic and phototermic collectors are placed on the roofing above the 4th floor. The driveway of the whole object is placed on the western side, just as a parkplace for employees. The parkplace for tennants and visitors is placed on the eastern side.

The diploma thesis presents design of construction with FRP reinforcement. Including design process of cross-section with FRP reinforcement exposed to bending moment and shear force at ultimate limite state according to given standards and guidelines. Long term physical and mechanical properties of FRPs are taking into account. There are also compared load capacities of cross-section exposed to combination of bending moment and axial force, which were designed according to mentioned standards. In another part of diploma thesis there is a design of construction (precast gatehouse) with FRP reinforcement and steel reinforcement with ordinary and lightweight concerete.

Aim of this master's thesis is an optimized design of locally supported ceiling slab of building of social center with account of span of columns and height of slab. Structure must be assessed in terms of limit state and service limit state by ČSN EN 1992-1-1 General rules and rules for buildings after design.

The objective of this Master´s thesis is to create and examine two versions of the project for a bearing steel structure of a multi-purpose sports building) in Polička. The multi-purpose sports hall has dimensions 33 x 48 metres with a terraced floory part that has dimensions 18 x 24 metres. The hall is made of cross-links from lattice truss placed on fixed columns. The structure ridgidity is by wind braces. The storey part is made coupled steel-conrete slabs attached to the columns. The ridgidity of the storey part is provided by lattice braces in traverse and longitudinal direction. The thesis in its detail focuses on individual parts of the construction and is carried out in compliance with the Eurocodes