The objective of this theses is arch bridge design over the expressway. Bridge is consist of bridge deck, which has three pillars and composite arc. The Bridge deck is on the edges fixed into the foundations and in the middle adherent on overhead cables. The bridge is carried by combination of strands and aerial cables mounted on reinforced concrete arch. Overhead cables are slant due to the transverse direction of the bridge in the longitudinal direction is in the direction of the arc. Model of the construction was made in a calculated program SCIA ENGINEER 2011. The designe is in accordance with applicable standards.

The urban study of the river Jihlava in Třebíč is focused on the area stretching from the pedestrian bridge near „Sady na Polance“ to the Smetana Bridge. This design analyzes possible alternatives to make this river embankment more atractive for pedestrians and to enable pedestrians entry to the riverbank throughout the whole length of the river in this area. The drawing documentation of this study is scaled 1:2000. The selected urban details are scaled 1: 500. The cross-sections of the riverbed and the river bank are scaled 1:200. This master thesis further addresses a solution for the reconstruction of the central bus station. The significant point of the thesis is the partial uncovering of the Stařeč Brook, which is covered in the pipe nowadays. This stream creates a small tributary of the river Jihlava.

The subject of my diploma thesis is a detailed static calculation of the post-tensioned concrete road bridge across Bystrica creek near Banska Bystrica in Slovakia. The bridge is element of turning ramp a motorway R1. The spatial curvature continuous bridge has 9 fields. It was made a spatial curvature computational model of the bridge for a structural analysis. The model was comparison with a straight computational model of the bridge. It is made comparison effect of the construction bridge in stages on the size of the internal forces too. The load-bearing structure was checked according to CSN EN 1992-1-1, CSN EN 1992-2 and CSN 73 6214.

The aim of the Diploma Thesis is elaboration of study of bridge crossing over the Svitava river and ČD railway track in Blansko. It concerns a five-pole steel beam road bridge with through-span which carries road of the third category. The static system of the construction is solved as solid-web beam of 1.3 meters height which is in three middle spans reinforced by truss construction with top chord and system of diagonals without verticals. The height of the main beam where reinforced by trusswork is 4.75 meters. The width of spans in the road axis is 18.5 + 30.525 + 44.4 + 30.525 + 18,5 metres. The bridge deck consists of steel cross beams bonded with reinforced concrete slab of 200 millimeters of thickness. The drive-through width of the roadway is 7.0 meters. The bridge is fitted with right-sided walkway placed on steel cantilevers. The walk-through width of the walkway is 3.0 meters. Material used is S355 Steel, C30/37 Concrete and S460 Steel which is used for marginal spans of the bridge. Load-bearing construction is assessed in compliance with current technical requirements laid down by European Directives, so called “Eurocodes”. The calculation of inner powers is performed using the Scia Engineer 2013.1 software.

Master´s thesis processes Construction technology project and implementation of bridge at Soběslav on the route D3, section D3 Tábor – Veselí nad Lužnicí, concretely SO 7-216 Bridge over the route III/15527, Černovický stream and biocorridor km 94,100. This is a permanent road bridge about 25 fields with the continuous construction of precast prestressed concrete beams longitudinally coupled concrete slab.

This thesis contains diagnostics of a reinforced concrete girder bridge in the municipality of Újezd u Brna. The aim is to conduct an inspection of the bridge, gather quality photo-documentation of defects and failures and design and conduct a diagnostic examination of such extent that would be necessary for judging the load bearing capacity of the bridge. The result of this thesis is the determined load bearing capacity and a proposal of measures required to keep the bridge functional.

The thesis focuses on the comparison of selected methods for valuated property type apartment. Valuating apartments are located in areas Decin, Ústí nad Labem and Most. The theoretical part focuses on the definition of basic terms, a description of the valuation methods associated with this dissertation and description of locations for the sites in terms of historical, cultural, social and economic. The practical part was to prepare drawings of assessed residential units and subsequent determination of prices of selected valuation methods – comparative method price by 2014 and 2015, by direct comparison and revenue method. In conclusion, the comparison of prices, according to the valuation method sused.

Over the years, every major city turns into a knot of intractable problems: overpopulation, traffic jams, environmental degradation. Some countries make a faster conversion from an industrial development to an information growth phase, than the infrastructural changes take place. Therefore, environmental design and construction would not be short-termed, but rather will be the long-term targets for all the groups associated with the construction. The healthy living is one of the most important reasons to start a complicated long-term reconstruction of eco-cities. Successful ecological reconstitution requires a knowledge about already implemented exemplary solutions. For this purpose, the dissertation analyzes the basic ecological problems of settlements, analyzing the examples of approaches to improve the environmental performance of cities on the reference of foreign experience and creates criteria and principles for designing urban structures for healthy living in CR.

The aim is to propose solutions to the new bridge construction due to its unsatisfactory compared to the existing bridge reconstruction project . There are three studies bridging and selected variant trapezoidal plate further processed static opinion. The design was judged by the ultimate limit states and usability. Partial assessments were made for the anchoring system, anchorage area , unravels notched bars and store design to support .

The thesis deals with design of strengthening of existing bridge structure near the village Holýšov using modern method of additional presstresing. The bridge over the river of Radbuza is h-shaped beam bridge, which was built in 1924. In the present state its load capacity is under the limits for bridges situated on first-class roads. Original documentation of the bridge does not exist, the main source of information about construction details is the diagnostics research. The method of reinforcement by post-tensioning by cables in substituted cable ducts is highly efective in terms of the incerease the load capacity of existing bridge structure. The design of strengthening and the final load capacity was verified by static calculation.