Abstract:The aim of the paper is to introduce a less used method for the evaluation of non-stationary and especially transient phenomena
in railway structures to the wider professional public. This method may find wide application in many technical and other
fields. It is the so-called Hilbert-Huang transform. In this paper, its application in the study of dynamic phenomena occurring in a
selected superstructure structure is shown. The calculation procedure of the presented transform differs from traditional tools, whi… Show more
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