Study of Structure Oscillations Under One-component Kinematic Effect
Mirziyod MirsaidovTashkent Institute of Irrigation and Agricultural Mechanization Engineers, Uzbekistan
ABI
Abstract
Mathematical statement, methods and algorithm to solve the problem of steady-state forced vibrations of a structure are given in the paper using spatial model with account of viscoelastic properties of material of various structures and their elements under one-component kinematic effect. The results of study of earth structure oscillations under one-component kinematic effect are presented.
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