Zobrazeno 1 - 10
of 46
pro vyhledávání: '"spojitý nosník"'
Autor:
Ondřej, Václav
The aim of this thesis is design of the loadbearing structure of a bridge. Out of two proposed variants was chosen prestressed girder deck of 5 spans. The bridge is built span-by-span in a formwork supported by launching girders. Calculation of load
Externí odkaz:
http://www.nusl.cz/ntk/nusl-455425
Autor:
Bártů, Adam
The purpose of the thesis is to suggest a span enlargement of steel Modular footbridge ML36 for pedestrian and cycling transport. The aim is to preserve as many elements of the original construction as possible. In the thesis, three variants are disc
Externí odkaz:
http://www.nusl.cz/ntk/nusl-409848
Autor:
Novotný, Tomáš
The final thesis is focused on design of valley bridging on I/38 road at the Havlickuv Brod bypass. The thesis contains study of the bridging area. For detailed assessment was chosen, from three variants, a two-beam cross-section girder of 4 spans. L
Externí odkaz:
http://www.nusl.cz/ntk/nusl-409802
Autor:
Černý, Pavel
The topic of this thesis is detailed design of the supporting structure of a bridge. Three variants are designed. The structure is designed as a single beam bridge of 6 spans. The calculation of load efects make in software MidasCivil 2019 and Scia E
Externí odkaz:
http://www.nusl.cz/ntk/nusl-409788
Autor:
Beran, Jakub
The topic of this thesis is detailed design of the supporting structure of a bridge. The final design is chosen out of three variants. It is a single beam structure consisting of 6 spans. The supporting structure is prestressed concrete with post-ten
Externí odkaz:
http://www.nusl.cz/ntk/nusl-401476
Autor:
Zemánek, Tomáš
The diploma thesis is focused on solving road bridge situated between Roudno and Razová village over the water basin Slezská Harta. Before the design itself 3 studies were created and compared together. The selected variant is a continuous box gird
Externí odkaz:
http://www.nusl.cz/ntk/nusl-372029
Autor:
Sochorec, Michal
The Diploma thesis deals with design and static assessment of timber footbridge structural system for pedestrians and cyclist across the Trebuvka river in Lostice on the site of the existing footbridge. Structural system is designed in two alternativ
Externí odkaz:
http://www.nusl.cz/ntk/nusl-372018
Autor:
Luberová, Lucie
The subject of this bachelo r’s thesis is the design a new supporting bridge construction in Prešovský kraj, district Levoča the territory of Slovak Republic. This object is located on the highway D 26,5/120, at kilometer 13,499 795 and communic
Externí odkaz:
http://www.nusl.cz/ntk/nusl-265249
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:
Hlavoň, Michal
The subject of diploma thesis is the design of the grinder over river Bebrava. The maintopic is static calculation of supporting construction of three span structure. Three varianties were executed, from these varianties was chosen pre-stressed girde
Externí odkaz:
http://www.nusl.cz/ntk/nusl-265522