501. Refactoring and Optimization of Bridge Dynamic Displacement Based on Ensemble Empirical Mode Decomposition.
- Author
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Zou, Yingquan, Chen, Yunpeng, and Liu, Peng
- Subjects
- *
HILBERT-Huang transform , *BRIDGES , *VIBRATION tests , *MICROELECTROMECHANICAL systems - Abstract
Considering the lack of precision in transforming measured micro-electro-mechanical system (MEMS) accelerometer output signals into elevation signals, this paper proposes a bridge dynamic displacement reconstruction method based on the combination of ensemble empirical mode decomposition (EEMD) and time domain integration, according to the vibration signal traits of a bridge. Through simulating bridge analog signals and verifying a vibration test bench, four bridge dynamic displacement monitoring methods were analyzed and compared. The proposed method can effectively eliminate the influence of low-frequency integral drift and high-frequency ambient noise on the integration process. Furthermore, this algorithm has better adaptability and robustness. The effectiveness of the method was verified by field experiments on highway elevated bridges. [ABSTRACT FROM AUTHOR]
- Published
- 2019
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