Železobetonový skelet na poddolovaném území s respektováním seismického zatížení

Abstract

This thesis deals with the design of monolithic reinforced concrete frame in the area affected by mining activities to the simultaneous action of seismic effects. The first part is devoted to clarify the issue of undermining and seismicity. In the practical part the design and assessment of selected elements of the structure at the ultimate limit state and serviceability. Based on this calculation is performed at the end of economic comparison of buildings in seismic conditions outside the region and outside influences affected the mine to the skeleton, which is located under normal conditions.