ESMD-WSST High-Frequency De-Noising Method for Bridge Dynamic Deflection Using GB-SAR

Ground-based synthetic aperture radar (GB-SAR), as a new non-contact measurement technique, has been widely applied to obtain the dynamic deflection of various bridges without corner reflectors. However, it will cause some high-frequency noise in the obtained dynamic deflection with the low signal-t...

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Main Authors: Xianglei Liu, Songxue Zhao, Runjie Wang
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Series:Electronics
Subjects:
Online Access:https://www.mdpi.com/2079-9292/12/1/54
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author Xianglei Liu
Songxue Zhao
Runjie Wang
author_facet Xianglei Liu
Songxue Zhao
Runjie Wang
author_sort Xianglei Liu
collection DOAJ
description Ground-based synthetic aperture radar (GB-SAR), as a new non-contact measurement technique, has been widely applied to obtain the dynamic deflection of various bridges without corner reflectors. However, it will cause some high-frequency noise in the obtained dynamic deflection with the low signal-to-noise ratio. To solve this problem, this paper proposes an innovative high-frequency de-noising method combining the wavelet synchro-squeezing transform (WSST) method with the extreme point symmetric mode decomposition (ESMD) method. First, the ESMD method is applied to decompose the observed dynamic deflection signal into a series of intrinsic mode functions (IMFs), and the frequency boundary of the original signal autocorrelation is filtered by the mutual information entropy (MIE) for each IMF pair. Second, the high-frequency IMF components are fused into a high-frequency sub-signal. WSST is performed to remove the influence of noise to reconstruct a new sub-signal. Finally, the de-noised bridge dynamic deflection is reconstructed by the new sub-signal, the remaining IMF components, and the residual curve R. For the simulated signal with 5 dB noise, the signal-to-noise ratio (SNR) after noise reduction is increased to 11.13 dB, and the root-mean-square error (RMSE) is reduced to 0.30 mm. For the on-site experiment for the Wanning Bridge, the noise rejection ratio (NRR) is 5.48 dB, and ratio of the variance root (RVR) is 0.05 mm. The results indicate that the proposed ESMD-WSST method can retain more valid information and has a better noise reduction ability than the ESMD, WSST, and EMD-WSST methods.
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spelling doaj.art-d16ef8cd549040b3a1cca2c8ab2ef2cf2023-11-16T15:10:29ZengMDPI AGElectronics2079-92922022-12-011215410.3390/electronics12010054ESMD-WSST High-Frequency De-Noising Method for Bridge Dynamic Deflection Using GB-SARXianglei Liu0Songxue Zhao1Runjie Wang2Key Laboratory for Urban Geomatics of National Administration of Surveying, Mapping and Geoinformation, Engineering Research Center of Representative Building and Architectural Heritage Database, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, ChinaKey Laboratory for Urban Geomatics of National Administration of Surveying, Mapping and Geoinformation, Engineering Research Center of Representative Building and Architectural Heritage Database, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, ChinaKey Laboratory for Urban Geomatics of National Administration of Surveying, Mapping and Geoinformation, Engineering Research Center of Representative Building and Architectural Heritage Database, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, ChinaGround-based synthetic aperture radar (GB-SAR), as a new non-contact measurement technique, has been widely applied to obtain the dynamic deflection of various bridges without corner reflectors. However, it will cause some high-frequency noise in the obtained dynamic deflection with the low signal-to-noise ratio. To solve this problem, this paper proposes an innovative high-frequency de-noising method combining the wavelet synchro-squeezing transform (WSST) method with the extreme point symmetric mode decomposition (ESMD) method. First, the ESMD method is applied to decompose the observed dynamic deflection signal into a series of intrinsic mode functions (IMFs), and the frequency boundary of the original signal autocorrelation is filtered by the mutual information entropy (MIE) for each IMF pair. Second, the high-frequency IMF components are fused into a high-frequency sub-signal. WSST is performed to remove the influence of noise to reconstruct a new sub-signal. Finally, the de-noised bridge dynamic deflection is reconstructed by the new sub-signal, the remaining IMF components, and the residual curve R. For the simulated signal with 5 dB noise, the signal-to-noise ratio (SNR) after noise reduction is increased to 11.13 dB, and the root-mean-square error (RMSE) is reduced to 0.30 mm. For the on-site experiment for the Wanning Bridge, the noise rejection ratio (NRR) is 5.48 dB, and ratio of the variance root (RVR) is 0.05 mm. The results indicate that the proposed ESMD-WSST method can retain more valid information and has a better noise reduction ability than the ESMD, WSST, and EMD-WSST methods.https://www.mdpi.com/2079-9292/12/1/54bridge dynamic deflectionsignal de-noisingESMD methodWSST transformationMIE
spellingShingle Xianglei Liu
Songxue Zhao
Runjie Wang
ESMD-WSST High-Frequency De-Noising Method for Bridge Dynamic Deflection Using GB-SAR
Electronics
bridge dynamic deflection
signal de-noising
ESMD method
WSST transformation
MIE
title ESMD-WSST High-Frequency De-Noising Method for Bridge Dynamic Deflection Using GB-SAR
title_full ESMD-WSST High-Frequency De-Noising Method for Bridge Dynamic Deflection Using GB-SAR
title_fullStr ESMD-WSST High-Frequency De-Noising Method for Bridge Dynamic Deflection Using GB-SAR
title_full_unstemmed ESMD-WSST High-Frequency De-Noising Method for Bridge Dynamic Deflection Using GB-SAR
title_short ESMD-WSST High-Frequency De-Noising Method for Bridge Dynamic Deflection Using GB-SAR
title_sort esmd wsst high frequency de noising method for bridge dynamic deflection using gb sar
topic bridge dynamic deflection
signal de-noising
ESMD method
WSST transformation
MIE
url https://www.mdpi.com/2079-9292/12/1/54
work_keys_str_mv AT xiangleiliu esmdwssthighfrequencydenoisingmethodforbridgedynamicdeflectionusinggbsar
AT songxuezhao esmdwssthighfrequencydenoisingmethodforbridgedynamicdeflectionusinggbsar
AT runjiewang esmdwssthighfrequencydenoisingmethodforbridgedynamicdeflectionusinggbsar