Zobrazeno 1 - 10
of 13
pro vyhledávání: '"obloukový most"'
Autor:
Vavřička, Lukáš
The aim of the master thesis was a design of arch highway bridge made of prestressed reinforced concrete. In the beginning two versions of construction were designed, with box-girder and double-girder cross section of bridge deck, from which the vari
Externí odkaz:
http://www.nusl.cz/ntk/nusl-455431
Autor:
Pylypenko, Jevhenij
The final thesis is focused on design of the superstructure of a new concrete bridge in city Žďár nad Sázavou, Kraj Vysočina. The bridge should serve for passing roadway, cycle path and pavement across the river Sázava. The base for bridge desi
Externí odkaz:
http://www.nusl.cz/ntk/nusl-455426
Autor:
Škrabal, Jan
The subject of this diploma thesis is the structural design of a railway bridge over river Dyje based on materials given by my supervisor. The tied arch bridge with prestressed concrete girder is chosen for the structural check. The structural assesm
Externí odkaz:
http://www.nusl.cz/ntk/nusl-455427
Autor:
Kalísová, Eva
The diploma thesis deals with the design of a bridge in Most. It bridges the railway line and the river Bílina. Three possible variants have been proposed. One of the variants has been selected and further elaborated. The solved variant was an arc w
Externí odkaz:
http://www.nusl.cz/ntk/nusl-412923
Autor:
Maleňák, Jan
The content of diploma thesis is design of the construction of steel footbridge for pedestrians and cyclists. The footbridge is across the railway in Kyjov. The design will be processed in two options of structure. The selected option will be develop
Externí odkaz:
http://www.nusl.cz/ntk/nusl-265316
Autor:
Olšák, Martin
The subject of this diploma thesis is design of arch bridge across the highway. Has been elected self-anchored structure with span of arch 60 m and trapezoid bridge deck from prestressed concrete. The load effects is calculated by software Scia Engin
Externí odkaz:
http://www.nusl.cz/ntk/nusl-240380
Autor:
Vlček, Radek
The content of the thesis is a proposal of steel load-bearing structure (carrying structure of a steel) bridge of the span of 31+74+31m with the bottom bridge deck taking over the second-class road in the territory of Olomouc city. The bridge deck is
Externí odkaz:
http://www.nusl.cz/ntk/nusl-240323
Autor:
Pěkník, Robin
The subject of this master's thesis is design of road bridge over highway D1 by the city Přerov. From the three proposed solutions has been chosen bridge with self-anchored arched structure which is good for deep notch. The concrete bridge was desig
Externí odkaz:
http://www.nusl.cz/ntk/nusl-227654
Autor:
Vaněk, Štěpán
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 cab
Externí odkaz:
http://www.nusl.cz/ntk/nusl-226445
Autor:
Gurgul, Roman
Diploma thesis deals with constructive technological preparation of bridge structure SO-201. This 86m long bridge is located in a non-built-up area of the city of Nitra in Slovakia. Bridge structure is part of project Highway R1 Nitra, západ - Selen
Externí odkaz:
http://www.nusl.cz/ntk/nusl-226102