Empirical mode decomposition and its variants: a review with applications in structural health monitoring

被引:119
作者
Barbosh, Mohamed [1 ]
Singh, Premjeet [1 ]
Sadhu, Ayan [1 ]
机构
[1] Western Univ, Dept Civil & Environm Engn, London, ON, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
structural health monitoring; empirical mode decomposition; EEMD; MEMD; TVF-EMD; modal identification; hybrid methods; EARTHQUAKE GROUND MOTIONS; BLIND SOURCE SEPARATION; DAMAGE DETECTION; TIME-FREQUENCY; PARAMETER-IDENTIFICATION; FEATURE-EXTRACTION; ACCELERATION RESPONSE; SYSTEM-IDENTIFICATION; CRACK IDENTIFICATION; HILBERT SPECTRUM;
D O I
10.1088/1361-665X/aba539
中图分类号
TH7 [仪器、仪表];
学科分类号
0804 ; 080401 ; 081102 ;
摘要
Structural health monitoring (SHM) is one of the most emerging approaches for early damage detection, which leads to improved safety and efficient maintenance of large-scale civil structures. Data-driven vibration-based SHM techniques rely on sophisticated signal processing methods to analyze and interpret the complex measured data collected from the instrumented structures. Empirical mode decomposition (EMD) is one of the robust time-frequency decomposition techniques that has been widely used in SHM. Numerous studies have used EMD and its variants in different applications specific to structural modal identification and damage detection, which have been presented in various academic journals, conference papers, and technical reports. This paper presents a comprehensive and systematic review and summary of applications of EMD and its variants that have been extensively implemented in SHM. A brief background and illustration of EMD and its variants are presented first to show their performance under various cases, followed by a detailed literature review of their recent applications specific to SHM.
引用
收藏
页数:20
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