Return to search

Stochastická analýza smykového porušování železobetonových nosníků / Stochastic analysis of shear failure of reinforced concrete beams

The diploma thesis is focused on a solution of the load reaction of the bridge construction from girders KA-73. Proposal methods of the nonlinear analysis by means of final elements on the stochastic and deterministic level are used for the solution of the load reaction. A simulation technique Latin Hypercube Sampling is used within the stochastic analysis. A material degradation in the form of the trussing corrosion is solved with the expected decrease of the construction lifetime. The conclusion of the thesis contains an evaluation of initial quantities of material parameters for the load reaction of the construction in the form of the sensitivity analysis.

Identiferoai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:265231
Date January 2017
CreatorsKucek, Martin
ContributorsDoležel, Jiří, Novák, Drahomír
PublisherVysoké učení technické v Brně. Fakulta stavební
Source SetsCzech ETDs
LanguageCzech
Detected LanguageEnglish
Typeinfo:eu-repo/semantics/masterThesis
Rightsinfo:eu-repo/semantics/restrictedAccess

Page generated in 0.0025 seconds