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힐버트 황 변환을 이용한 충격을 받는 시스템의 과도특성 분석Transient Characteristics Analysis of Structural Systems Undergoing Impact Employing Hilbert-Huang Transformation

Other Titles
Transient Characteristics Analysis of Structural Systems Undergoing Impact Employing Hilbert-Huang Transformation
Authors
이승규유홍희
Issue Date
Dec-2009
Publisher
대한기계학회
Keywords
Hilbert-Huang Transformation; Signal Analysis; Transient Characteristics; Impact; 힐버트 황 변환; 신호 분석; 과도특성; 충격
Citation
대한기계학회논문집 A, v.33, no.12, pp 1442 - 1448
Pages
7
Indexed
SCOPUS
KCI
Journal Title
대한기계학회논문집 A
Volume
33
Number
12
Start Page
1442
End Page
1448
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/203306
DOI
10.3795/KSME-A.2009.33.12.1442
ISSN
1226-4873
2288-5226
Abstract
Transient characteristics of a signal can be effectively exhibited in time-frequency domain. Hilbert-Huang Transform (HHT) is one of the time-frequency domain analysis methods. HHT is known for its several advantages over other signal analysis methods. The capability of analyzing non-stationary or nonlinear characteristics of a signal is the primary advantage of HHT. Moreover, it is known that HHT can provide fine resolution in high frequency region and handle large size data efficiently. In this study, the effectiveness of Hilbert-Huang transform is illustrated by employing structural systems undergoing impact. A simple discrete system and an axially oscillating cantilever beam undertaking periodic impulsive force are chosen to show the effectiveness of HHT.
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