The work deals with design of load-bearing structure of watertower. The solution include design and assessment of all main parts of watertower according to ČSN EN 1992 in the ultimate limit state and the serviceability limit state (crack limitation).
Identifer | oai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:265366 |
Date | January 2017 |
Creators | Roudný, Tomáš |
Contributors | Bažant,, Zdeněk, Zich, Miloš |
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 0.0019 seconds