4.6 Application of the Principal Component Analysis (PCA)
111
can be used only in the case of small beam deflections (w ≤ 0.25(2h)). Comparison
of the geometrically linear and nonlinear problem, taking into account the beams
contact interaction, yields the conclusion that the function of displacements u(x, t)
implies the increase in the chaotic components of the signal.
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