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Dynamic Deformation Analysis of Super High-Rise Buildings Based on GNSS and Accelerometer Fusion
Xingxing Xiao1, Houzeng Han1, Jian Wang1,2
1School of Geomatics and Urban Spatial Informatics, Beijing University of Civil Engineering and Architecture, Beijing 102616, China.
This study introduces a novel data fusion algorithm for precise dynamic displacement monitoring of super-tall buildings. The method enhances sensor data accuracy, enabling robust structural health assessment and early-warning capabilities.
Area of Science:
- Structural Engineering
- Geomatics Engineering
- Signal Processing
Background:
- Accurate dynamic displacement monitoring is crucial for super-tall buildings.
- Existing methods face challenges with sensor noise and data fusion.
Purpose of the Study:
- To develop and validate a data fusion algorithm for high-precision dynamic displacement reconstruction.
- To integrate Global Navigation Satellite System (GNSS) and accelerometer data effectively.
Main Methods:
- Proposed a data fusion algorithm integrating Noise Reduction by Bayesian Optimization-Forward Model Decomposition (NRBO-FMD) with Adaptive Robust Kalman Filtering (ARKF).
- NRBO-FMD preprocesses GNSS and accelerometer data to mitigate errors and noise.
- ARKF fuses preprocessed data for displacement estimation.
Main Results:
- NRBO-FMD significantly reduced noise in GNSS and accelerometer data, improving signal-to-noise ratio (SNR).
- The NRBO-FMD-ARKF fusion algorithm achieved high accuracy with low root mean square error (RMSE) values (e.g., 0.7 mm for 100s dataset).
- Successfully fused 1 Hz GNSS with 100 Hz accelerometer data, demonstrating precision and robustness.
Conclusions:
- The proposed algorithm effectively reconstructs 3D dynamic displacement of super-tall buildings.
- It enhances structural health monitoring by providing accurate and stable displacement estimations.
- The method has potential for real-time and predictive monitoring applications.
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