The topic of this Thesis is a study of the behavior of flexible metal large-span culverts during the construction and the operation. The aim is to analyze the behavior of the structure as a result of an unequally dropping support and a position of the load to the construction in relation to the soil cover height above the top of the steel construction. The Thesis is theoretical and based on the numerical parametric study.
| Identifer | oai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:227153 |
| Date | January 2014 |
| Creators | Krtek, Jiří |
| Contributors | Doněk, Michal, Miča, Lumír |
| 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 1.394 seconds