Zobrazeno 1 - 8
of 8
pro vyhledávání: '"dodatečně předpjatý beton"'
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:
Lidmila, Ladislav
Diploma thesis deals with reconstruction of old beam bridge in town Ledeč nad Sázavou. Three variants of reconsttruction were done. Detailed structural design report was done to one of them, streithening with post-tensioning. Calculation of load ef
Externí odkaz:
http://www.nusl.cz/ntk/nusl-409797
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:
Lindtner, Tomáš
The subject of Diploma’s thesis is the design of a road bridge on the R1 expressway, at km 1,293 above the road III/51311. The main content is static calculation of supporting structure consisting of four spans. Four studies were processed and the
Externí odkaz:
http://www.nusl.cz/ntk/nusl-227570
Autor:
Pelikán, Adam
This diploma thesis is about designing the structure of roof of swimming stadium. Three solutions are created - concrete arc with tie, steel truss slab and concrete pretensioned membrane. One choosed solution - concrete pretensioned membrane - is aft
Externí odkaz:
http://www.nusl.cz/ntk/nusl-226932
Autor:
Vančura, Lukáš
The topic of the thesis is the design and assessment of roadway bridge structure, which is curved in the horizontal plan with a very small radius. Bridges is part of the flyover crossing in Brno. There are designed two variations of which are further
Externí odkaz:
http://www.nusl.cz/ntk/nusl-226930
Autor:
Šedrla, Jakub
My thesis is focused on a design and comparism of the highway bridge across Dolansky creek. The bridge is built by balanced cantilever method. The common span length is 110metres. The bridge is post-tensioned concrete structure.The static model is ma
Externí odkaz:
http://www.nusl.cz/ntk/nusl-226425