The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.

This master´s thesis is deal with desing of steel structure of exhibition gallery. According to the task have been design of new structures in accordance with applicable standards. The desing of building came frome several studies.

Main task of the diploma project is design of conversion strategy and revitalization of former textile factory PERLA 01 in Ústí nad Orlicí. The construction program consist conversion of existing building to cafébar, assembly hall, office space, shoping hall, bistro and craftsman´s workrooms. New building is infocentrum, gallery, textilmania, entrance hall of assembly hall, cycling shop, library reserve space and club centrum. The project design new square and public space.

The diploma thesis deals with the design of the administrative building from steel S420, S355 and concrete C25 / 30 with reinforcement made of steel B500B. The office building is a column-type with reinforced concrete ceiling. The building is equipped with a footbridge on the 10th floor. Two variants have been elaborated. Both of them were calculated in the program Scia Engineer. The winning variant is processed in detail.

Project documentation is about a university college and commercial facilities. It is a detached building, built in close proximity to the University of Economics in Olomouc. The building has five floors. The first floor is used for commercial purposes and another four floors for student accommodation. Roof is flat. The structural system consists of reinforced concrete columns and beams and bricks Ytong. Ceilings are reinforced concrete slabs. The roof is a single casing. The construction is based on reinforced concrete footings and the walls are passports.

The diploma thesis deals with the design documentation of new Multifunctional house in terraced houses on the level of documentation for building permit. The living area is designed for housing eight people. Part with shops and with offices are designed for seventy three people. The building will be located in the Zlín Region, District of Uherské Hradiště, in the city of Uherský Brod. The Cadastral area is Uherský Brod - the town. The bulding has four aboveground floors and he hadn't cellar. The building is designed like a brick structure with column and girder. Vertical structures aboveground parts are made of bricks Porotherm and column and girder are from reinforced concrete C16/20 and shoring B500B. Platform of a multifunctional house in terraced houses is of rectangular shape with dimensions of 25,20 x 16,30 m. The main entrance to the building is located on the south side. Part with shops in first floor have four shops. In the second floor are four offices. Whole building are roofed helped three diferent roof construction. Above living part is gabled roof and above technical room and staircase is compact flat roof and the rest of building is vegetation roof with terrace.

My diploma thesis deals with a question of when and where it is possible to seek for origins of columns, questions like why were Our Lady, Trinity and Saints' columns built in Europe and what was the cause of plaque epidemic and its results in Europe are answered. The main part of my diploma thesis focuses on places where these sculptures are situated. The zone is defined by the formal Hradec Králové division and by the town Rychnov nad Kněžnou. The author of this diploma thesis compares his knowledge with works of other authors. In the supplement, the columns are depicted including the map of their placement in Hradec Králové District and in Rychnov nad Kněžnou.

The main objective of this thesis is the verification of the buckling strength of the composite compression members which were made from high-strength materials. This thesis is divided into four main chapters which are interconnected. The first chapter summarizes the current state of the problem of the compression members. The basis of this part is the elementary theories and researches, the task of this text is attempted to understand and obtain normative procedures which are important for practical use. The second part deals with the theoretical analysis of composite column, mainly with the examination of the individual effects on the buckling strength. The result of the first and the second parts is analytical algebraic equations which determine the buckling strength of the member. The third part contains the numerical analysis, which leads to create a numerical model of the compression column. The numerical model is used for the verification of the theoretical analysis and for the investigation of the behaviour of the column loaded by axial force. The last part deals with the experimental verification of the previous analyses. There are tested various types of the composite columns, which were made of steel with a yield strength up to 455 MPa and of the concrete with a cube compression strength up to 102 MPa. Experimental results confirmed the high reliability of centrally loaded column and every tested columns failed by flexural buckling. The final step is evaluation and comparison of the results obtained from previous four parts. It was founded that design criteria for centrally loaded steel-concrete column are too conservative and design relationships doesn´t use the positive properties of high-strength materials for economic design.

Main task of the diploma project is design of basic conversion strategy and revitalization of former textile factory area PERLA 01 in Ústí nad Orlicí. The architecture study itself deals with utilization of a part of the area with most valuable and characteristic attribute. The study links to previous urbanistic – architectural solution of the area. The area is surrounded by new or preserved objects which line of main roads. New public places are created inside of the area with calm pedestrian zones. Selected area is compose of more objects which creating individual diverse group with own character. The main idea was keeping industrial appearance of the building which reflecting important historical period for town, and harmonic connection with new structures or buildings as well. First part is creating by historical buildings nearby big chimney, with mainly administrative use, which are preserved and reconstructed. Together with reconstructed boiler house and engine house which where transform to social hall, was created small square around chimney with dominated steps which created representative entrance. Next part is creating by partly reconstructed or demolished and rebuilding old producers halls. These halls are used for craftsman´s workrooms or as gallery with shed roofing. In the end there is new building created with commercial charge, respecting surrounded buildings and addicting street line with cover arbour with columns . New structure are characterized by the industrial appearance especially by using final surfaced layer of exposed concrete or metal façade formed from aluminum perforated sheet as contrast to existing historical buildings.

The aim of this diploma´s thesis is to design steel-concrete structure of the office building and steel structure of production hall situated in Moravské Budějovice. The dimensions of the office building are 48,0 x 60,0 meters and height is 17,0 meters. The main constructional material is S 255 steel and C30/37 concrete. The load bearing structure of the hall consists of the columns, primary and secondary beams. The axial distance of columns is 6 meters (5 meters). The dimensions of the production hall are 24,0 x 60,0 meters and height is 12,0 meters. Inside the production hall is craneway. An analysis of two solutions of the supporting structure was performed. The first variant is consists of rigid frames. Truss girder in the second variant is an alternative solution. Both variants were compared and the amount of steel was found. The selected option was developed in greater details with static calculation, drawings and material report. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.