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Návrh silničního ocelobetonového mostu v Trenčíně / Design of steel-concrete composite structure of road bridge in Trenčín

The aim of diploma thesis was to design alternative of composite road bridge in Trenčín. The bridge beam is designed as continuous with theoretical span of 65 m + 106 m + 65 m. Permanent load, climatic load (uniform and nonuniform temperature variation, windload), shrinkage, differential settlement and traffic load were taken into consideration according to Eurocodes. Technical report, static report, drawings, bill of quantities are included. Computational model for evaluation of internal forces was carried out in SCIA Engineer software.

Identiferoai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:227173
Date January 2015
CreatorsDoležal, Tomáš
ContributorsMarván, David, Nečesal, Petr
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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