Joint approximate diagonalization technique for modal identification of the Donghai Bridge

Abstract The second-order blind identification (SOBI) and its variants have been extensively explored for output-only modal identification of civil structures under varied excitations. At the core of these methods is the matrix joint approximate diagonalization (JAD) technique, while their efficienc...

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Main Authors: Ben Li, Lin Chen, Satish Nagarajaiah, Limin Sun
Format: Article
Language:English
Published: SpringerOpen 2025-01-01
Series:Advances in Bridge Engineering
Subjects:
Online Access:https://doi.org/10.1186/s43251-024-00148-y
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author Ben Li
Lin Chen
Satish Nagarajaiah
Limin Sun
author_facet Ben Li
Lin Chen
Satish Nagarajaiah
Limin Sun
author_sort Ben Li
collection DOAJ
description Abstract The second-order blind identification (SOBI) and its variants have been extensively explored for output-only modal identification of civil structures under varied excitations. At the core of these methods is the matrix joint approximate diagonalization (JAD) technique, while their efficiency and accuracy are largely determined by how the target-matrices for JAD are constructed from multi-channel structural responses. This study first formulates the JAD framework for structural identification, where different techniques in formulating the target-matrices are summarized and mathematical tools to conduct JAD are also presented. Then two novel ways stemming from conventional identification methods are presented as alternatives to construct the target-matrices for ambient identification, to maintain a low-order formulation and even avoiding the formation of covariance matrix. Subsequently, in view of the large number of candidate target-matrices which are analytically usable, a guiding principle is proposed for selecting reliable target-matrices, where the closeness of the eigenvectors of the target-matrices are compared beforehand, therefore eliminating of distorted target-matrices and also improving the efficiency of the subsequent JAD. The proposed techniques are applied to modal identification of the Donghai Bridge from monitoring data and the proposed JAD-based methods are compared in this context. The results suggest the effectiveness of the proposed techniques and also provide a performance evaluation of these methods.
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spelling doaj-art-b0dfccf99e3545b3b0c5a9245d857e902025-01-19T12:33:26ZengSpringerOpenAdvances in Bridge Engineering2662-54072025-01-016112010.1186/s43251-024-00148-yJoint approximate diagonalization technique for modal identification of the Donghai BridgeBen Li0Lin Chen1Satish Nagarajaiah2Limin Sun3Department of Bridge Engineering, Tongji UniversityDepartment of Bridge Engineering, Tongji UniversityDepartment of Civil and Environmental Engineering, Rice UniversityDepartment of Bridge Engineering, Tongji UniversityAbstract The second-order blind identification (SOBI) and its variants have been extensively explored for output-only modal identification of civil structures under varied excitations. At the core of these methods is the matrix joint approximate diagonalization (JAD) technique, while their efficiency and accuracy are largely determined by how the target-matrices for JAD are constructed from multi-channel structural responses. This study first formulates the JAD framework for structural identification, where different techniques in formulating the target-matrices are summarized and mathematical tools to conduct JAD are also presented. Then two novel ways stemming from conventional identification methods are presented as alternatives to construct the target-matrices for ambient identification, to maintain a low-order formulation and even avoiding the formation of covariance matrix. Subsequently, in view of the large number of candidate target-matrices which are analytically usable, a guiding principle is proposed for selecting reliable target-matrices, where the closeness of the eigenvectors of the target-matrices are compared beforehand, therefore eliminating of distorted target-matrices and also improving the efficiency of the subsequent JAD. The proposed techniques are applied to modal identification of the Donghai Bridge from monitoring data and the proposed JAD-based methods are compared in this context. The results suggest the effectiveness of the proposed techniques and also provide a performance evaluation of these methods.https://doi.org/10.1186/s43251-024-00148-yJoint approximate diagonalizationBlind modal identificationCable-stayed bridgeStructural health monitoringRandom decrement
spellingShingle Ben Li
Lin Chen
Satish Nagarajaiah
Limin Sun
Joint approximate diagonalization technique for modal identification of the Donghai Bridge
Advances in Bridge Engineering
Joint approximate diagonalization
Blind modal identification
Cable-stayed bridge
Structural health monitoring
Random decrement
title Joint approximate diagonalization technique for modal identification of the Donghai Bridge
title_full Joint approximate diagonalization technique for modal identification of the Donghai Bridge
title_fullStr Joint approximate diagonalization technique for modal identification of the Donghai Bridge
title_full_unstemmed Joint approximate diagonalization technique for modal identification of the Donghai Bridge
title_short Joint approximate diagonalization technique for modal identification of the Donghai Bridge
title_sort joint approximate diagonalization technique for modal identification of the donghai bridge
topic Joint approximate diagonalization
Blind modal identification
Cable-stayed bridge
Structural health monitoring
Random decrement
url https://doi.org/10.1186/s43251-024-00148-y
work_keys_str_mv AT benli jointapproximatediagonalizationtechniqueformodalidentificationofthedonghaibridge
AT linchen jointapproximatediagonalizationtechniqueformodalidentificationofthedonghaibridge
AT satishnagarajaiah jointapproximatediagonalizationtechniqueformodalidentificationofthedonghaibridge
AT liminsun jointapproximatediagonalizationtechniqueformodalidentificationofthedonghaibridge