A Novel Bridge Deflection Missing Data Repair Model Based on Two‐Stage Modal Decomposition and Deep Learning

The bridge structural health monitoring (SHM) system will inevitably experience missing data. To ensure the integrity and practicability of the bridge SHM system, it is essential to repair the missing data. The existing data recovery methods mainly use the spatial correlation with other monitoring data but cannot adequately capture the time dependence of the raw monitoring data. This paper uses historical monitoring data to predict future data and complete the task of repairing missing data. A hybrid prediction model based on the gated recurrent unit (GRU) neural network, complete ensemble empirical mode decomposition with adaptive noise (CEEMDAN), and variational mode decomposition (VMD) is proposed. By decomposing the raw monitoring data, the input of the GRU model is optimized, resulting in improved accuracy of prediction and enabling the model to operate independently from other sensors. The accuracy of the method is verified based on the SHM data of a cable‐stayed bridge. The prediction results of the proposed model are stable and reliable, with a prediction accuracy reaching 95%, indicating that the CEEMDAN‐VMD‐GRU model is suitable for repairing missing deflection data in bridge SHM systems.

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Publication Details

Journal
Structural Control and Health Monitoring
Published
2025-01-01
DOI
https://doi.org/10.1155/stc/5458862
Citations
1
Primary Topic
Infrastructure Maintenance and Monitoring
Type
article
Field-Weighted Citation Impact
0.95

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A Novel Bridge Deflection Missing Data Repair Model Based on Two‐Stage Modal Decomposition and Deep Learning

Xiuli Xu, Xuehong Li, Zhijun Li, Jinrui Yang
1 citations
Structural Control and Health Monitoring
Infrastructure Maintenance and Monitoring
0.95
article

A Novel Bridge Deflection Missing Data Repair Model Based on Two‐Stage Modal Decomposition and Deep Learning

Xiuli Xu, Xuehong Li, Zhijun Li, Jinrui Yang
article en
1 citations

Abstract

The bridge structural health monitoring (SHM) system will inevitably experience missing data. To ensure the integrity and practicability of the bridge SHM system, it is essential to repair the missing data. The existing data recovery methods mainly use the spatial correlation with other monitoring data but cannot adequately capture the time dependence of the raw monitoring data. This paper uses historical monitoring data to predict future data and complete the task of repairing missing data. A hybrid prediction model based on the gated recurrent unit (GRU) neural network, complete ensemble empirical mode decomposition with adaptive noise (CEEMDAN), and variational mode decomposition (VMD) is proposed. By decomposing the raw monitoring data, the input of the GRU model is optimized, resulting in improved accuracy of prediction and enabling the model to operate independently from other sensors. The accuracy of the method is verified based on the SHM data of a cable‐stayed bridge. The prediction results of the proposed model are stable and reliable, with a prediction accuracy reaching 95%, indicating that the CEEMDAN‐VMD‐GRU model is suitable for repairing missing deflection data in bridge SHM systems.

Structural Control and Health MonitoringVol. 2025(1)
Nanjing Tech University (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 23%
Infrastructure Maintenance and Monitoring
0.95
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A Novel Bridge Deflection Missing Data Repair Model Based on Two‐Stage Modal Decomposition and Deep Learning — Xiuli Xu, Xuehong Li, et al. · Structural Control and Health Monitoring (2025) | TGRS Research Map | TGRS