The dissertation deals with selected issues in the field of the calculation of the response of building structures which are excited with dynamic non-stationary displacement loading of its ground. Seismic load has been assumed. Procedures, how to work with seismic records with respect to the accuracy of dynamic calculations, how to modify the response spectrum to ensure the reliability, how to generate synthetic accelerogram requiring more accurate response, are recommended. Synthetic akcelerogram has been generated by own approaching, which has been used as the excitation function in the experimental seismic testing of autoclaved concrete brick building in model scale. Response values of motion in the measured points of the experiment were compared with the linear and nonlinear dynamic calculations by using the finite element method models. Different levels of detail of the numerical models have been used. The shear wall behaviour has been modelled by using constitutive models with brittle failure as well as using of non-linear interaction interface with possible delamination between the masonry bricks. The behaviour of the mathematical model of wall systems has been calibrated with respect to the measured data at shear wall experiments in real and model scale of walls.

The subject of the master thesis is design of a new detached office building for public administration of Czech Republic Police as a district department in Brno-Černovice. It is presented as a form part of project documentation for a building construction. The building has a cellar and two above-ground floors. It is founded on a strip foundation and pads. The building is roofed by green roof. There are office rooms, sanitary facilities, archives, interrogation rooms, pre-trial detention cells, garages, storage rooms and dog cages in the above-ground part. In the basement, there are technical facilities and shooting range backround. Structural system of the building is wall longitudinal masonry system from clay blocks. The ceiling structure is from cast-in-place reinforced concrete. The part of the building is with ventilated facade a nd rest is insulated with contact thermal insulation.