This diploma thesis deals with modernization design of railway station Vranovice for 200 km/h speed according to a traffic demand and actual legislation not only in sectinon of access of people with mobility or orientation disability. The design consists of track direction and height adjustment including railway superstructure and substructure, and 2 island platforms which platform edge height is 550 mm above the top of the rail.

The aim of this thesis is to present a design of the reconstruction of platforms. The proposed solution fulfills the requirements of the accessibility by people with reduced mobility and low vision. Three new platforms with height of 550 mm (measured from rail level) were designed to meet above requirements. The need of additional modifications, e.g. reconstruction of drainage network, was also taken into consideration. Solution also takes reopening of the railway from Hrušovany u Brna to Židlochovice into account.

The subject of the diploma thesis is to design a redevelopment of railway station Chrudim in order to meet current legislation on access of persons with reduced mobility. Two platforms with the platform edge height of 550 millimetres above the top of the rail have been designed. The amount of four running tracks through the station remains unchanged. Furthermore, the railway superstructure, railway substructure and the new drainage system was also designed.

The aim of thesis is to design a reconstruction of railway station Studenec, so it would suit current and future traffic. The main purpose of reconstruction is increasing the line speed. The reconstruction reflects on requirements for persons with reduced mobility under applicable legislation.

This thesis focuses on the reconstruction design of Uničov railway station. The aim was to create a solution which would satisfy both traffic and passenger requirements. The design puts an emphasis on a compliance with applicable laws and standards, simplicity and usefulness. New constructions were designed for maximum safety. Railway station accessibility for disabled persons played an important role in the design. In comparison with the original state, the permissible line speed was increased and new platforms and drainage system were designed.

This diploma thesis deals with reconstruction of the Podivín railway station. As part of the work, a new railway solution for the station will be proposed to increase the speed to 200 km / h, including the design of the railway superstructure, substructure and overall drainage. Furthermore, a total peronization will be proposed using two island platforms with a boarding edge height of 550 mm above the top of the rail.

The diploma thesis deals with practical issues of life of the university students in Prague du- ring the inter-war period. The main attention is on types of student's living and additionally on fi- nancial aspects, catering and social life. The thesis consists of three parts.Introductory chapter eluci- dates the structure of universities and students in the years 1918-1939. Furthermore there are also results of statistical research concerning forms of accommodation of students in the years 1913/14, 1920/21, 1930/31, 1939/40. The basic source of this statistical research are catalogues of students of the Charles University and the Czech Technical University in Prague. The second chapter describes forms of accommodation, their general attributes and system of dormitories in this period. The conclusion consists of presentations of particular dormitories in Prague. The thesis draws infor- mation from archival material of the National Archive and other archives. A source of useful infor- mation were also brochures and press for students from this period, memoirs and literature on histo- ry of universities.

Theoretical analysis (i.e. simulation) promoted by the laboratory tests of final product is the important aspect for determination relating to choice and using the new infrastructural constituent. However, the laboratory analysis does not need to make conclusive results in some cases. At that time, it is necessary to complete the process of validation by the measurement in-situ (directly in the track section). The European legislation requires the long-term monitoring of the test constructions in this case. During this time, both the periodic monitoring of the chosen parameters and the following comparison with reference construction are recommended. The reference construction shall be inserted to the same track section and in the same time period as well as the test construction. The track gauge, the longitudinal shifts of rails vis-a-vis the sleepers, the clamping force of fastening, the rail head profile, the sleepers and the state of rail fastenings are possible to classify like the long-term monitored parameters. All these characteristics are so-called static. They are checked in time when no carriages pass through the monitored track section. However, the analysis and determination of the test construction behaviour (dynamic characteristic) are the most accurate by the moving load. Dissertation thesis is focused on measurement and analysis of the dynamic effects at the plain line. The aim of the thesis is the completion of recent system of the new track structures verification for the dynamic parameters observe. Methodology of the measurement and convenient mathematical apparatus for analysing the dynamic effects is proposed.

The master's thesis deals with reconstruction design of Lipová Lazně railway station. The main goal is to design new platforms suitable for passengers with reduced mobility and orientation and valid standart. Another goal is to increase line speed. Part of the thesis includes modifications of railway superstructure, substructure and drainage system of the station.

The aim of the dissertation is to compare different analysis of the interaction continuous welded rail and bridge in the domestic and foreign literature and to compare the provisions of the prescription S3 Permanent way structure and ČSN EN 1991-2 (73 6203) Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges.