ANALYTICAL INVESTIGATION OF OSCILLATIONS GUY WITH KINEMATIC PERTURBATION
DOI:
https://doi.org/10.15802/stp2005/19996Keywords:
method, frequencyAbstract
The article examines the questions of improving supervision and diagnostic techniques of facilities. Natural frequency of superstructure is selected as a primary diagnostic parameter. Modeling of dynamic behavior of a span superstructure has been based on the finite-element method.
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