Performance Evaluation of Blind Modal Identification in Large-Scale Civil Infrastructure

被引:2
作者
Abasi, Ali [1 ]
Sadhu, Ayan [1 ]
机构
[1] Western Univ, Dept Civil & Environm Engn, London, ON N6A 3K7, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
structural health monitoring; modal identification; SOBI; time-varying filtering empirical mode decomposition; EMD; DAMAGE DETECTION; BRIDGE;
D O I
10.3390/infrastructures7080098
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The monitoring and maintenance of existing civil infrastructure has recently received worldwide attention. Several structural health monitoring methods have been developed, including time-, frequency-, and time-frequency domain methods of modal identification and damage detection to estimate the structural and modal parameters of large-scale structures. However, there are several implementation challenges of these modal identification methods, depending on the size of the structures, measurement noise, number of available sensors, and their operational loads. In this paper, two modal identification methods, Second-Order Blind Identification (SOBI) and Time-Varying Filtering Empirical Mode Decomposition (TVF-EMD), are evaluated and compared for large-scale structures including a footbridge and a wind turbine blade with a wide range of dynamic characteristics. The results show that TVF-EMD results in better accuracy in modal identification compared to SOBI for both structures. However, when the number of sensors is equal to or more than the number of target modes of the structure, SOBI results in better computational efficiencies compared to TVF-EMD.
引用
收藏
页数:22
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