Zobrazeno 1 - 7
of 7
pro vyhledávání: '"dvoutrámový most"'
Autor:
Mudrík, Marián
The diploma thesis deals with alternative design of bridge on highway D1 near Považská Bystrica. Bridge is designed as composite steel-concrete bridge with 6 spans in length 35,7m + 42m + 42m + 42m + 42m + 35,7m. Overall length of superstructure of
Externí odkaz:
http://www.nusl.cz/ntk/nusl-455664
Autor:
Ondrušek, Martin
The subject of the master thesis is a prestressed double girder bridge with four spans. The bridge carries the D1 motorway over the Olše river and a crossing ramp. The structure is modelled in Scia Engineer and then assessed according to the standar
Externí odkaz:
http://www.nusl.cz/ntk/nusl-455424
Autor:
Kloda, Petr
The aim of the master thesis was a design of the steel-concrete composite road bridge for a main road in Ostrava. The part of the design was a variant design of the bridge which has theoretical spans equal to 44 m + 55 m + 44 m. Total span of the bri
Externí odkaz:
http://www.nusl.cz/ntk/nusl-391963
Autor:
Řezníček, Martin
The aim of diploma thesis is to design a made-up bridge construction over the road network.There were made three studies of bridging which were compared consequently. Two-joint ginder without haunched was selected as the most suitable option and it w
Externí odkaz:
http://www.nusl.cz/ntk/nusl-265541
Autor:
Šťavík, Jakub
Master’s thesis describes the design of a highway bridge over the road II/434 and inundation territory. There are some studies designed, from which the main structure was designed as a prestressed concrete double-girder bridge with 5 spans. Loading
Externí odkaz:
http://www.nusl.cz/ntk/nusl-265282
Autor:
Jedlička, Martin
Aim of this thesis is to design a concrete road bridge over a Neborůvka stream and surrounding valley. This bridge is a part of I/11 road. Three preliminary designs with focus on girder bridge solution were made. As a most suitable variant was chose
Externí odkaz:
http://www.nusl.cz/ntk/nusl-239992
Autor:
Stloukal, Radim
The subject of this thesis is technological projet of a bridge construction over R7 in the municipality Droužkovice. The presstressed superstructure is 63,20m long. As a part of this thesis is enclosed the technological report, site equipment, finan
Externí odkaz:
http://www.nusl.cz/ntk/nusl-227497