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Železobetonová základová vana administrativní budovy / Reinforced concrete foundation tank of office building

The master’s thesis deals with a design of a reinforced concrete foundation of multi-storey office building. The basement of the building is an underground watertight structure. The design of foundations is a combination of a concrete slab and piles. Internal forces were analysed in RFEM software based on finite element method. The structural assessment of underground construction was performed according to ultimate and serviceability limit states. Due to watertight function of construction, the reinforcement was also designed according to non-force effect in early stage.

Identiferoai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:409781
Date January 2020
CreatorsTurek, Jan
ContributorsPulec, Vladimír, Perla, Jan
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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