Nosná železobetonová konstrukce výškové administrativní budovy

Abstract

The thesis deals with design analysis of reinforced concrete high-rise administrative building in Ostrava. Structural analysis is assessed for geological conditions in the centre of Ostrava. In the thesis author brings forth different design variants and tries to find the best one. The most suitable variant is modelled using software RENEX, analysed using finite element method and particular load bearing elements are assessed with respect to calculated internal forces. The theses are complemented with drawings of structural shape and reinforcement.