Abstract
The paper outlines the method of forming mathematical models for the dynamic interaction of the vibroactive technological equipment with load-bearing structures of industrial structures on the basis of discrete-continual approximations previously developed by the author. Ways of implementing methods in the formation of vibration protection systems of structures are provided in the paper. The features of systems’ functioning and their sensitivity to fluctuating vibration frequency processes are also described.
Highlights
The solution of individual problems of constructive formation of zero reactions at given points of support of a beam is reviewed in a number of papers [8,9,10]
The following techniques that underlie the method of vibration isolation are based on the solution of the inverse problem
The simplest version of the problem of determining the coordinates of vibrational nodes occurs when the reactive mass is concentrated in the middle of the span of a weightless beam
Summary
The solution of individual problems of constructive formation of zero reactions at given points of support of a beam is reviewed in a number of papers [8,9,10]. The simplest version of the problem of determining the coordinates of vibrational nodes occurs when the reactive mass is concentrated in the middle of the span of a weightless beam.
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