COMPARATIVE ANALYSIS OF CALCULATION METHODS FOR A LARGE- SPANE STRUCTURE UNDER SEISMIC IMPACTS IN THE CITY OF SEVASTOPOL
The calculation of the long-span coverage is carried out by two methods: linear-spectral and direct dynamic. A comparative analysis of the results of the calculations obtained by two different methods is carried out. It is shown that the most unfavorable results are obtained when loading is assigned according to the norms, however, if there is a package of analogous accelerograms that are similar in parameters, it is necessary to perform both calculations and take the less favorable one.