Acceleration Signal Integration Method Based on Variational Mode Decomposition
Author:
Affiliation:
1. Faculty of Civil Engineering and Mechanics, Jiangsu University, China
2. Jiangsu Gaochun Ceramics Co., Ltd, China
3. Faculty of Civil Engineering and Mechanics, Jiangsu University, China and Jiangsu Gaochun Ceramics Co., Ltd, China
Funder
Natural Science Foundation of Jiangsu Province
Research Start-up Foundation at Jiangsu University
National Natural Science Foundation of China
Publisher
ACM
Link
https://dl.acm.org/doi/pdf/10.1145/3654446.3654455
Reference11 articles.
1. Refactoring and Optimization of Bridge Dynamic Displacement Based on Ensemble Empirical Mode Decomposition
2. Damage Identification in Bridges by Processing Dynamic Responses to Moving Loads: Features and Evaluation
3. Accurate measurement of displacement using acceleration signal
4. Damage Identification in Bridges by Processing Dynamic Responses to Moving Loads: Features and Evaluation
5. Walsh Transform and Empirical Mode Decomposition Applied to Reconstruction of Velocity and Displacement from Seismic Acceleration Measurement
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