Bridge Monitoring and Prediction Using Information Entropy for Improved Structural Health Management

Significance 

Bridges are an essential part of our daily lives but they’re constantly exposed to stresses and environmental factors that can cause wear and tear, degradation and in extreme cases even failure. Because of this, it’s crucial to keep an eye on their condition to ensure they stay safe, last longer and perform well. Regular monitoring can help prevent accidents, make maintenance more efficient and extend the life of these important structures. Thanks to advances in technology we now have better ways to monitor the health of bridges. We’re using a mix of sensors, drones, data collection systems, and analysis tools that make it easier and more affordable to keep tabs on bridges even those in hard-to-reach places. Sensors are placed in key spots on the bridge to measure things like strain, temperature, vibration, movement, and load to pick up on short-term events like cars driving over the bridge, and long-term trends, like the gradual settling of the structure or wear in materials. Engineers then look at the data from these sensors to spot any signs of stress or unusual behavior in the bridge. This is crucial because it helps us catch problems early such as cracks, corrosion, or excessive bending before they turn into bigger issues. This information also helps predict how the bridge will perform in the future, which makes it easier to plan for maintenance and repairs. As our infrastructure continues to age, keeping an eye on bridges is becoming even more important for ensuring everything stays safe and sound. However, one challenge with bridge monitoring is dealing with the huge amount of data these sensors produce. This data needs to be processed and understood properly to give us useful insights into the bridge’s condition. That’s where advanced techniques like machine learning, artificial intelligence, and information entropy come in. These tools help us make sense of the data, spot patterns, and make reliable predictions. The benefits of monitoring bridges are pretty clear because it gives engineers and authorities real-time or nearly real-time information about a bridge’s condition, so they can make smart decisions about maintenance and repairs. This proactive approach can help prevent costly and dangerous failures. It also helps optimize maintenance schedules, reducing unnecessary repairs and helping the bridge last longer. In addition, by keeping bridges safe and functional, monitoring plays a key role in public safety and the smooth operation of our transportation networks.

A recent study published in Structures Journal by Jiuyu Li, Associate Professor Xueping Fan, and Associate Professor Yuefei Liu from Lanzhou University introduces an interesting new approach using information entropy to make data processing more accurate and reliable. Their method aims to solve some of the issues with current techniques, leading to better infrastructure management.

In their experiments, the researchers tested how information entropy could be used to process and predict bridge monitoring data. They started by separating the data collected from bridge sensors into low-frequency and high-frequency signals which correspond to different types of structural responses. They used three techniques to do this: moving average, Empirical Mode Decomposition (EMD), and wavelet transforms. Then they evaluated how well these methods worked using various entropy measures like Sample Entropy, Fuzzy Entropy, and Permutation Entropy. The authors showed that lower entropy values in the separated signals meant more effective data processing. Specifically, they found EMD and wavelet methods were good at handling data with smaller frequency changes while the moving average method worked better for data with bigger frequency changes. Moreover, the team used two main algorithms for predictions: the Bayesian Dynamic Linear Model (BDLM) and Long Short-Term Memory (LSTM) networks and then tried different combinations of these algorithms to forecast bridge monitoring data. In one approach, they used LSTM for the low-frequency data and BDLM for the high-frequency data. In another, they used LSTM for both. They found that the LSTM+BDLM method produced more conservative and smoother predictions which were better for data with high volatility. On the other hand, the LSTM+LSTM method gave more aggressive predictions which were better for data with less variability. According to the authors, these findings suggest that the choice of prediction method should be tailored to the specific characteristics of the data. The researchers also introduced a new method for refining prediction intervals by using time-varying information entropy which involve adjusting the upper and lower prediction limits dynamically based on the entropy of the monitoring data and by this allowed for more accurate and responsive prediction intervals. The authors’ results showed that this entropy-based correction method provided better coverage of the actual monitoring data compared to traditional fixed confidence intervals. The corrected prediction intervals were particularly effective at accounting for fluctuations in the data, ensuring that the predictions were both reliable and precise. To validate their methods, the researchers applied their findings to additional datasets from different sensors on various bridges. The validation process confirmed that the entropy-based approaches consistently improved prediction accuracy and reliability across different structural conditions and data types. This comprehensive evaluation demonstrated the effectiveness of using information entropy as a tool to enhance the processing and prediction of bridge monitoring data, marking a significant advancement in the field of structural health monitoring.

In conclusion, Mr. Li, Professor Fan, and Professor Liu developed an innovative use of information entropy for bridge health monitoring that offered a more precise and reliable way to process and predict structural data and by this addressed the limitations of traditional monitoring techniques. Moreover, with their improved data accuracy and dynamic adjustments in prediction intervals, the study makes bridge monitoring systems more responsive to real-time changes. This expected to have important implications for infrastructure management as it enables more timely and informed decisions about maintenance and safety interventions.

Bridge Monitoring and Prediction Using Information Entropy for Improved Structural Health Management - Advances in Engineering

About the author

Mr. Jiuyu Li is a research assistant and a postgraduate pursing the master’s degree from School of Civil Engineering and Mechanics at Lanzhou University, China. He held a B.S. in Civil Engineering from Lanzhou University in China in 2023. His research is focused on bridge health monitoring and data processing. He has published 3 journal papers, 1 of which were in SCI-index journals.

About the author

Dr. Xueping Fan is an Associate Professor of Disaster Prevention and Mitigation Engineering from School of Civil Engineering and Mechanics at Lanzhou University, China. He serves as the members of ASCE IALCCE and IABMAS. Xueping Fan held a B.S. in Civil Engineering from Shijiazhuang Railway Institute (Now renamed Shijiazhuang Tiedao University) in China in 2008; a M.S. in Structural Engineering from Harbin Institute of Technology in China in 2010 and Ph.D. in Engineering Mechanics from Harbin Institute of Technology in 2014. His research interests include Bridge monitoring data processing, Information fusion of bridge reliability prediction and assessment, Dynamic prediction and abnormal monitoring of bridge dynamic responses, Information fusion of building (group) resistance assessment under earthquake and Bridge optimization design theory. He has published 90+ journal/conference papers, more than 30 of which were in SCI-index journals. He is an Academic Editor of an international journal (Advances in Civil Engineering), a Youth editorial board member of Journal of Jilin University (Engineering and Technology Edition) and Reviewers of more than 50 peer-reviewed journals in the areas of civil engineering, engineering mechanics and artificial intelligence.

About the author

Dr. Yuefei Liu is an Associate Professor of Disaster Prevention and Mitigation Engineering from School of Civil Engineering and Mechanics at Lanzhou University, China. Yuefei Liu hold a B.S. in Applied Mathematics from Central South University in China in 2006; a M.S. in Fundamental Mathematics from Changsha University of Science & Technology in China in 2009 and Ph.D. in Engineering Mechanics from Harbin Institute of Technology in China in 2015. Her research interests include Numerical algorithm for structural dynamic differential equations, Bridge reliability, Bridge monitoring data processing, Bridge safety assessment and prognosis and Structural Seismic vulnerability and safety assessment. She is Reviewers of more than 30 peer-reviewed journals in the areas of Civil Engineering, Engineering Mechanics and Mathematics.

Reference

Jiuyu Li, Xueping Fan, Yuefei Liu, Bridge monitoring data processing and prediction based on information entropy, Structures, Volume 66, 2024, 106849,

Go to Structures

Check Also

Dual Adaptive UKF-Based Model Updating for Hybrid Seismic Testing

Significance  Reference Yutong Jiang, Guoshan Xu, Jiedun Hao, Model updating hybrid testing method based on …