Comparative analysis of frames of multi-storey buildings with different location of bracing systems under static and dynamic loads

In the literature sources of the CIS countries with open access, there is very little comparative analysis of the work of frames of multi-storey buildings made of metal structures under the influence of various loads. For a comparative analysis of frames of multi-storey buildings from a metal frame with different arrangements of spacers, finite element calculations were performed in the LIRA-SAPR 2020 program and the results of displacement from static and dynamic loads were presented. Effective frames from static and dynamic influences were determined.