This research analyzes bridge tower displacement during strong winds, suggesting an improved multi-rate fusion method enhances alert systems for structural integrity.
Key Points
Structural performance alerts depend on accurate monitoring of bridge tower displacement under strong wind action.
Using an improved multi-rate data fusion method, displacement measurements achieved high precision across multiple monitoring datasets.
Predictive models successfully utilized fused data from GPS and accelerometer signals to generate alerts for structural integrity.
Statistical evaluation confirmed the accuracy rates of the proactive monitoring strategy for wind-loaded bridge towers.