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SMUTNÝ, J.; JANOŠTÍK, D.; NOHÁL, V.
Original Title
The use of the Hilbert Huang transformation in the testing of railway structures
English Title
Type
WoS Article
Original 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, which include, for example, the short-term Fourier transform or the Wavelet transform. The paper includes a mathematical analysis and description of this transformation. Furthermore, the paper contains a description of the measurement method used, a discussion of the results obtained and recommendations for practice.
English abstract
Keywords
Vibration; vibration acceleration; railway superstructure; analysis in the time and frequency domain; time-frequency methods
Key words in English
Authors
RIV year
2022
Released
29.09.2021
Publisher
Studio D - akustika
Location
CESKE BUDEJOVICE
ISBN
1801-9064
Periodical
Akustika
Volume
40
Number
1
State
Czech Republic
Pages from
28
Pages to
34
Pages count
7
URL
https://www.journalakustika.com/index.php/akustika/article/view/74
Full text in the Digital Library
http://hdl.handle.net/11012/203344
BibTex
@article{BUT172717, author="Jaroslav {Smutný} and Dušan {Janoštík} and Viktor {Nohál}", title="The use of the Hilbert Huang transformation in the testing of railway structures", journal="Akustika", year="2021", volume="40", number="1", pages="28--34", doi="10.36336/akustika20214029", issn="1801-9064", url="https://www.journalakustika.com/index.php/akustika/article/view/74" }
Documents
Smutny_2021