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Bridge across the motorway
Jetmar, Ondřej ; Jurík, Michal (referee) ; Stráský, Jiří (advisor)
The thesis deals with the design of a bridge structures panning the highway. While designing the structure, it was vital to consider and implement the needs for both the aesthetic and economical desires and requirements. Of the two design solutions in the thesis, the one of the three-spaninteg rated spandrel beam is chosen. The main goal is a thorough design of the a forementioned load bearing structure.
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Bridge over the I/44 road
Topinková, Petra ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
My master's thesis aims to design a bridge construction spanning road III/443 over road I/44. Three versions were created one of which has been developed further. It is a three span bridge with a total spread of 77.5 meters. Proposal and evaluation of bridge construction is done unassisted. Static analysis is done using Scia Engineer program. Construcion evaluation is done by valid EU norms ČSN EN 1992-1-1. Mechanical drawing, building procedure and visualisation is also included.
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Road bridge on road III/0462 over highway D46
Vystavěl, Vojtěch ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
This thesis deals with design of III/0462 road overpass over D46 highway near Brodek u Prostějova. There are 2 preliminary variants. First variant is a right bridge, whose main beams are tied archs. Second variant is a skew bridge with truss superstructure. In case of second variant there are three subvariants differing with truss design. Design and calculation is done according to valid standarts and other regulations for designing bridges.
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The Abutment Design of the Road Bridge over the Highway D1 by Kurovice
Ponížil, Cyril ; Fiala, Radek (referee) ; Brdečková, Helena (advisor)
The bachelor’s thesis deals with design and assessment of the bridge abutment of the flyover over highway R 55 Skalka – Hulín. This flyover is situated between Tlumacovice and Kurovice. The thesis includes a geological and geomorphological classification of the locality, definition of loads due to bridge constructions, including traffic loads. Design and assessment of two variants (the gravity and cantilever retaining wall) of the bridge abutment are carried out.
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Transport model of Blansko city
Felkl, Jan ; Štefan, Marek (referee) ; Všetečka, Martin (advisor)
In my diploma thesis, I applied IT model by Aimsun software on the traffic situation in the city of Blansko. I created my own model showing positives and negatives of planned bridge project across the river Svitava and the railroad corridor applying available information and documents regarding the project and my own data in this specific area. This overpass shall improve the traffic situation in the city of Blansko because mentioned bridge project shall be the second connection of two parts of the city of Blansko that is split by the river of Svitava. In this thesis, I apply the bridge project on the current traffic situation assuming that the bridge project will be implemented in 3 years. I deal with the situation in the city of Blansko with and without implementation of the bridge project.
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Bridge over the railway in Blansko
Felkl, Jan ; Coufalíková, Iva (referee) ; Holcner, Petr (advisor)
In my bachelor thesis, I focus on the traffic situation in the city of Blansko. I managed to get a construction study of an interchange with a railway which I accept, and I carry on with a traffic research on the railroad crossing and an adjacent roundabout. The aim of this thesis is to suggest short-term solutions to the current situation and to compare present and prospective state with regard to the construction of an overpass which is going to be the first interchange linking two parts of the city.
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Road bridge on road III/0462 over highway D46
Vystavěl, Vojtěch ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
This thesis deals with design of III/0462 road overpass over D46 highway near Brodek u Prostějova. There are 2 preliminary variants. First variant is a right bridge, whose main beams are tied archs. Second variant is a skew bridge with truss superstructure. In case of second variant there are three subvariants differing with truss design. Design and calculation is done according to valid standarts and other regulations for designing bridges.
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Bridge over the I/44 road
Topinková, Petra ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
My master's thesis aims to design a bridge construction spanning road III/443 over road I/44. Three versions were created one of which has been developed further. It is a three span bridge with a total spread of 77.5 meters. Proposal and evaluation of bridge construction is done unassisted. Static analysis is done using Scia Engineer program. Construcion evaluation is done by valid EU norms ČSN EN 1992-1-1. Mechanical drawing, building procedure and visualisation is also included.
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Transport model of Blansko city
Felkl, Jan ; Štefan, Marek (referee) ; Všetečka, Martin (advisor)
In my diploma thesis, I applied IT model by Aimsun software on the traffic situation in the city of Blansko. I created my own model showing positives and negatives of planned bridge project across the river Svitava and the railroad corridor applying available information and documents regarding the project and my own data in this specific area. This overpass shall improve the traffic situation in the city of Blansko because mentioned bridge project shall be the second connection of two parts of the city of Blansko that is split by the river of Svitava. In this thesis, I apply the bridge project on the current traffic situation assuming that the bridge project will be implemented in 3 years. I deal with the situation in the city of Blansko with and without implementation of the bridge project.
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Bridge across the motorway
Jetmar, Ondřej ; Jurík, Michal (referee) ; Stráský, Jiří (advisor)
The thesis deals with the design of a bridge structures panning the highway. While designing the structure, it was vital to consider and implement the needs for both the aesthetic and economical desires and requirements. Of the two design solutions in the thesis, the one of the three-spaninteg rated spandrel beam is chosen. The main goal is a thorough design of the a forementioned load bearing structure.
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