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The goal of this diploma thesis is a design study and project documentation for a new-building of a kindergarten in a city of Prešov (city part Solivar), Slovakia. The kindergarten will be a institution for pre-school education for children from 3 to 6 years old. The projects of the kindergarten building consist of one classroom for children within the age from 3-4, one classroom, for children within the age from 4-5 and third classroom for children from 5-6 years old. The designed object also contains janitor’s room and closet, laundry room, director’s office and a community room for cultural happenings held by kindergarten. Parking spaces are designed outside, in front of the building next to the main entrance. The playground is placed on the south-west side. The building of a kindergarten is designed as monolithic reinforced concrete skeleton structure with longitudinal beams. The circumferential walls will be made of ceramic bricks with a contact thermal insulation ETICS system. Ceilings are designed as a monolithic reinforced concrete. Over the 2nd floor, there will be a saddle roof and the roof over the first floor will be flat, with a gravel layer. Foundings of the building are designed as a concrete strips which expand to pads under columns.

Subject of my thesis is the design and preparation of project documentation for building permit municipal library land parcel. no. 885/1,. The building is designed in accordance with the master plan of the town dissertation received. It is situated so as not to disrupt local development. Its shape and because it is designed to fit into the local structure. Further emphasis on ensuring the structure after the static, architectural, energy saving and safety in use of the building. The building has four floors with a flat roof on three levels. It is a monolithic skeletal structure. Layout 1st floor is composed of hall with information, bookstore and multi-purpose hall. In the 2nd floor there is a borrowing of books for children and youth with stationery (copycentrum). In the 3rd floor is located also borrowing books, but this time for adults. 4th floor consists of the administration of the library. Each floor has restrooms for visitors and staff, storage and archives. The entire building is designed as a barrier.

The topic of the diploma thesis is fast separation of explosives by HPLC and development of miniaturized liquid chromatograph for application in a handheld explosives detection device. In this work the retention of some nitrated explosives and selectivity in reversed phase system as a function of mobile phase composition is studied while methanol, acetonitrile and acetone as an organic solvent is used. Best selectivity and good retention can be observed in methanol mobile phase. Acetonitrile and acetone are not suitable for fast isocratic separation of mixture containing pentaerythritol tetranitrate because of its strong retention. Efficiency and permeability of monolithic column (Chromolith CapRod RP-18e) and columns filled with superficially porous particles are compared (Kinetex 2,6 µm C-18, Poroshell 120 SB-C18). Monolithic column with satisfying efficiency and high column permeability is the most suitable solution for fast separation of explosives. Assuming use of explosives detection device in different conditions the separation was optimized on temperature 50 °C. Under these conditions the 35% v/v methanol gives good retention and selectivity. For very fast scan analysis of pentaerythritol tetranitrate or other nitroaromatics use of 70% v/v acetone mobile phase is suitable. Construction of miniaturized liquid chromatograph that enables preconcentration of explosives from aqueous solutions and fast separation in less than 1 minute is described. This concept will be incorporated into the handheld explosives detection device where the explosives vapor will be absorbed into the water and after the separation detected by chemiluminescence.

The work deals with the static solution of monolithic reinforced concrete multi-purpose building, which includes a design point - supported panel, columns, flaps, underground wall and base band. Assessment of these structures in terms od first critical state -carrying capacity.

The diploma thesis deals with project design documentation of House of Furniture in Trenčín. The object is designed as a two floor buildings with basement below grand level. Object´s ground plan is rectangular shaped. First floor contains a lobby and open store space. Second floor is meant predominantly for an administrative purposes. Underground garage is designed in basement. Construction system is monolithic skeletal structure with transverse dies and stiffening core. In the middle of object is designed open atrium with vegetation surface. Atrium goes through both of above- ground floors. Object is covered by a flat roof.

The subject of the diploma thesis is an architectural study of a velodrome in Brno Komárov. It is an indoor cycling track which is still missing in the Czech Republic. The whole site of the Hněvkovského sports complex in Komárov was elaborated within the architectural study. The aim of the proposal was to attract a wide range of visitors to the site, so not only buildings for sports were designed. But also two sets of buildings as a modular construction from containers providing premises for rent. The construction of the velodrome was deign as a combination of monolithic reinforced concrete and steel truss structure. The cladding is design from insulated panel system.

Master´s thesis is focused on the design and assessment of reinforced concrete load-bearing structure of a detached house. The supporting structure model is processed in SCIA Engineer. Selected reinforced concrete elements are assessed in accordance with ČSN EN 1992 - 1 -1. Part of the thesis is a technical report and drawings of the shape and reinforcement.

The subject of Diploma thesis is the design of bridge on the highway Jánovce - Jablonov and his static solution. Selected variant is made from four span 34+44+44+34m and supporting structure consist of monolithic two beams of prestressed concrete. Height of cross section is over the whole lenght of the bridge constant. Each beams will be built on sliding formwork. The design of supporting structure is made according to limit states, including addressing timing analysis. Calculation of the effects of loading is made by software and reviews are calculated by hand according to Eurocode.

The purpose of this thesis is to study behaving of thin reinforced concrete shell structure with a huge span which overcomes two hundred meters. The main goal is to find an ideal shape of such structure to ensure only compression without bending tension which allows us to cover huge area with a very thin shell. For solution of internal forces was used the finite elemet method (ANSYS).The blueprints of shape of this shell are the part of this project.