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Numerická analýza přesypávaných mostních konstrukcí / Numerical analysis of culvert

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.

Identiferoai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:227153
Date January 2014
CreatorsKrtek, Jiří
ContributorsDoněk, Michal, Miča, Lumír
PublisherVysoké učení technické v Brně. Fakulta stavební
Source SetsCzech ETDs
LanguageCzech
Detected LanguageEnglish
Typeinfo:eu-repo/semantics/masterThesis
Rightsinfo:eu-repo/semantics/restrictedAccess

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