Isomap-Based Three-Dimensional Operational Modal Analysis

In order to identify the modal parameters of time invariant three-dimensional engineering structures with damping and small nonlinearity, a novel isometric feature mapping (Isomap)-based three-dimensional operational modal analysis (OMA) method is proposed to extract nonlinear features in this paper...

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Main Authors: Cheng Wang, Weihua Fu, Haiyang Huang, Jianwei Chen
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Scientific Programming
Online Access:http://dx.doi.org/10.1155/2020/6348372
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spelling doaj-a4879c78aca94d989a31eea09e047cdf2021-07-02T12:56:43ZengHindawi LimitedScientific Programming1058-92441875-919X2020-01-01202010.1155/2020/63483726348372Isomap-Based Three-Dimensional Operational Modal AnalysisCheng Wang0Weihua Fu1Haiyang Huang2Jianwei Chen3College of Computer Science and Technology, Huaqiao University, Xiamen 361021, ChinaCollege of Computer Science and Technology, Huaqiao University, Xiamen 361021, ChinaCollege of Computer Science and Technology, Huaqiao University, Xiamen 361021, ChinaDepartment of Mathematics and Statistics, San Diego State University, San Diego, CA 92182, USAIn order to identify the modal parameters of time invariant three-dimensional engineering structures with damping and small nonlinearity, a novel isometric feature mapping (Isomap)-based three-dimensional operational modal analysis (OMA) method is proposed to extract nonlinear features in this paper. Using this Isomap-based OMA method, a low-dimensional embedding matrix is multiplied by a transformation matrix to obtain the original matrix. We find correspondence relationships between the low-dimensional embedding matrix and the modal coordinate response and between the transformation matrix and the modal shapes. From the low-dimensional embedding matrix, the natural frequencies can be determined using a Fourier transform and the damping ratios can be identified by the random decrement technique or natural excitation technique. The modal shapes can be estimated from the Moore–Penrose matrix inverse of the low-dimensional embedding matrix. We also discuss the effects of different parameters (i.e., number of neighbors and matrix assembly) on the results of modal parameter identification. The modal identification results from numerical simulations of the vibration response signals of a cylindrical shell under white noise excitation demonstrate that the proposed method can identify the modal shapes, natural frequencies, and ratios of three-dimensional structures in operational conditions only from the vibration response signals.http://dx.doi.org/10.1155/2020/6348372
collection DOAJ
language English
format Article
sources DOAJ
author Cheng Wang
Weihua Fu
Haiyang Huang
Jianwei Chen
spellingShingle Cheng Wang
Weihua Fu
Haiyang Huang
Jianwei Chen
Isomap-Based Three-Dimensional Operational Modal Analysis
Scientific Programming
author_facet Cheng Wang
Weihua Fu
Haiyang Huang
Jianwei Chen
author_sort Cheng Wang
title Isomap-Based Three-Dimensional Operational Modal Analysis
title_short Isomap-Based Three-Dimensional Operational Modal Analysis
title_full Isomap-Based Three-Dimensional Operational Modal Analysis
title_fullStr Isomap-Based Three-Dimensional Operational Modal Analysis
title_full_unstemmed Isomap-Based Three-Dimensional Operational Modal Analysis
title_sort isomap-based three-dimensional operational modal analysis
publisher Hindawi Limited
series Scientific Programming
issn 1058-9244
1875-919X
publishDate 2020-01-01
description In order to identify the modal parameters of time invariant three-dimensional engineering structures with damping and small nonlinearity, a novel isometric feature mapping (Isomap)-based three-dimensional operational modal analysis (OMA) method is proposed to extract nonlinear features in this paper. Using this Isomap-based OMA method, a low-dimensional embedding matrix is multiplied by a transformation matrix to obtain the original matrix. We find correspondence relationships between the low-dimensional embedding matrix and the modal coordinate response and between the transformation matrix and the modal shapes. From the low-dimensional embedding matrix, the natural frequencies can be determined using a Fourier transform and the damping ratios can be identified by the random decrement technique or natural excitation technique. The modal shapes can be estimated from the Moore–Penrose matrix inverse of the low-dimensional embedding matrix. We also discuss the effects of different parameters (i.e., number of neighbors and matrix assembly) on the results of modal parameter identification. The modal identification results from numerical simulations of the vibration response signals of a cylindrical shell under white noise excitation demonstrate that the proposed method can identify the modal shapes, natural frequencies, and ratios of three-dimensional structures in operational conditions only from the vibration response signals.
url http://dx.doi.org/10.1155/2020/6348372
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