The presentation contains approach, which allows to use modal method of dynamic analysis of civil structures of NPP through the use of Abaqus software. The case is that conventional model of "soil-structure" system consists of two parts. Structure is modeled by beam and plate elements, and soil consists of spring and dashpot elements from ASCE 4-98. In this article we represent approbation on tests of the new method, where we make comparison analysis of the results with the theoretical solution suggested by the authors.
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