Damage Detection of a Substructure Based on Response Reconstruction in Frequency Domain

A substructural damage identification approach based on structural response reconstruction in frequency domain is presented. The response reconstruction is based on transforming the measured responses into responses at other locations with the transmissibility matrix and then the relationship betwee...

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Main Authors: Li, Jun, Law, S., Ding, Y.
Format: Journal Article
Published: Trans Tech Publications 2013
Online Access:http://hdl.handle.net/20.500.11937/32527
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author Li, Jun
Law, S.
Ding, Y.
author_facet Li, Jun
Law, S.
Ding, Y.
author_sort Li, Jun
building Curtin Institutional Repository
collection Online Access
description A substructural damage identification approach based on structural response reconstruction in frequency domain is presented. The response reconstruction is based on transforming the measured responses into responses at other locations with the transmissibility matrix and then the relationship between two sets of response vectors is formulated. The damage identification is conducted by minimizing the difference between a measured response vector and the reconstructed response vector. Measured acceleration responses from the damaged substructure and the finite element model of the intact substructure only are required in the identification algorithm. A dynamic response sensitivity-based method with the adaptive Tikhonov regularization technique is adopted for the damage identification with improved results from noisy measurements. A seven-storey frame structure is taken as an example to illustrate the effectiveness and performance of the proposed approach.
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format Journal Article
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institution Curtin University Malaysia
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last_indexed 2025-11-14T08:28:29Z
publishDate 2013
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spelling curtin-20.500.11937-325272017-09-13T15:22:41Z Damage Detection of a Substructure Based on Response Reconstruction in Frequency Domain Li, Jun Law, S. Ding, Y. A substructural damage identification approach based on structural response reconstruction in frequency domain is presented. The response reconstruction is based on transforming the measured responses into responses at other locations with the transmissibility matrix and then the relationship between two sets of response vectors is formulated. The damage identification is conducted by minimizing the difference between a measured response vector and the reconstructed response vector. Measured acceleration responses from the damaged substructure and the finite element model of the intact substructure only are required in the identification algorithm. A dynamic response sensitivity-based method with the adaptive Tikhonov regularization technique is adopted for the damage identification with improved results from noisy measurements. A seven-storey frame structure is taken as an example to illustrate the effectiveness and performance of the proposed approach. 2013 Journal Article http://hdl.handle.net/20.500.11937/32527 10.4028/www.scientific.net/KEM.569-570.823 Trans Tech Publications restricted
spellingShingle Li, Jun
Law, S.
Ding, Y.
Damage Detection of a Substructure Based on Response Reconstruction in Frequency Domain
title Damage Detection of a Substructure Based on Response Reconstruction in Frequency Domain
title_full Damage Detection of a Substructure Based on Response Reconstruction in Frequency Domain
title_fullStr Damage Detection of a Substructure Based on Response Reconstruction in Frequency Domain
title_full_unstemmed Damage Detection of a Substructure Based on Response Reconstruction in Frequency Domain
title_short Damage Detection of a Substructure Based on Response Reconstruction in Frequency Domain
title_sort damage detection of a substructure based on response reconstruction in frequency domain
url http://hdl.handle.net/20.500.11937/32527