This thesis deals with a design of a two-track railway frame bridge over a valley. Out of three proposed variants was chosen the variant number 1 - prestressed frame construction with variable beam section. According to actual EN standards the construction was designed and assessed to the serviceability limit state and the ultimate limit state.
| Identifer | oai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:371879 |
| Date | January 2018 |
| Creators | Findura, David |
| Contributors | Brtáň, Stanislav, Nečas, Radim |
| 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 |
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