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Amplitude Analysis of High-Rate GNSS Measurements in the Frequency Domain
Caroline Schönberger1, Werner Lienhart1
1Institute of Engineering Geodesy and Measurement Systems, Graz University of Technology, Steyrergasse 30, 8010 Graz, Austria.
High-rate Global Navigation Satellite System (GNSS) data can detect structural vibrations but has amplitude errors. A new correction method improves accuracy for structural health monitoring applications.
Area of Science:
- Civil Engineering
- Geodesy
- Signal Processing
Background:
- Structural Health Monitoring (SHM) is crucial for civil infrastructure safety.
- Vibration monitoring derives eigenfrequencies, mode shapes, and damping for SHM.
- Accurate amplitude determination is vital for calculating amplitude-dependent damping ratios.
Purpose of the Study:
- To assess the amplitude correctness of high-rate Global Navigation Satellite System (GNSS) receiver data for SHM.
- To investigate systematic errors in vibration amplitudes derived from GNSS measurements.
- To develop a correction method for improving GNSS-based vibration amplitude accuracy.
Main Methods:
- Controlled oscillation experiments using a shaker and Laser Triangulation Sensor (LTS) as reference.
- Analysis of GNSS-derived vibration amplitudes using time-frequency techniques (STFT, WT).
- Comparison of GNSS amplitudes with independent reference measurements.
Main Results:
- Millimeter-range vibrations can be detected using GNSS data from satellites at 20,000 km altitude.
- Systematic amplitude errors up to 60% were observed in GNSS-derived frequencies compared to reference data.
- A frequency-dependent correction function was developed to reduce these errors.
Conclusions:
- High-rate GNSS data shows potential for SHM but requires amplitude correction.
- The proposed correction method significantly reduces systematic errors in GNSS-based vibration amplitude measurements.
- This advancement enhances the reliability of GNSS for precise structural health monitoring.
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