Subject of this master-thesis is perpendicular bridging over „railway “ČD Břeclav – Přerov v km 180,287 033.Its content is the design of the construction of the bicameral multipole concrete bridge. The chosen option is formed by two additionally prestressed chambers connected by slab. The total length of 10-pin bridge is 307,20 metres. The calculation of effects of the load is done by software NEXIS. The assessment of construction is done manually according to standard ČSN-EN 1992-1-1. The calculation is done including time analysis.
Identifer | oai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:226433 |
Date | January 2013 |
Creators | Drašková, Tereza |
Contributors | Pachl, Radek, Panáček, Josef |
Publisher | Vysoké učení technické v Brně. Fakulta stavební |
Source Sets | Czech ETDs |
Language | Czech |
Detected Language | English |
Type | info:eu-repo/semantics/masterThesis |
Rights | info:eu-repo/semantics/restrictedAccess |
Page generated in 0.0023 seconds