超高层建筑的动态变形分析基于GNSS和加速器融合
Xingxing Xiao1, Houzeng Han1, Jian Wang1,2
1School of Geomatics and Urban Spatial Informatics, Beijing University of Civil Engineering and Architecture, Beijing 102616, China.
Sensors (Basel, Switzerland)
|May 14, 2025
概括
本研究引入了一种新的数据融合算法,用于精确监测超高层建筑的动态位移. 该方法提高了传感器数据的准确性,使得可靠的结构健康评估和预警能力成为可能.
科学领域:
- 结构工程 结构工程
- 地理学工程 工程地质学
- 信号处理 信号处理
背景情况:
- 精确的动态移位监测对于超高层建筑至关重要.
- 现有的方法面临着传感器噪声和数据融合的挑战.
研究的目的:
- 开发和验证数据融合算法,用于高精度的动态位移重建.
- 为了有效地整合全球导航卫星系统 (GNSS) 和加速度计数据.
主要方法:
- 提出了一个数据融合算法,将贝叶斯优化-前向模型分解 (NRBO-FMD) 的噪声减少与自适应性强卡尔曼过 (ARKF) 集成在一起.
- NRBO-FMD预处理GNSS和加速度计数据以减轻错误和噪音.
- 在ARKF中,预先处理的数据用于排位估计.
主要成果:
- NRBO-FMD显著减少了GNSS和加速度计数据中的噪声,改善了信号噪声比 (SNR).
- NRBO-FMD-ARKF融合算法在低根平均平方误差 (RMSE) 值 (例如,对于100s数据集的0.7mm) 实现了高精度.
- 成功地将1赫兹GNSS与100赫兹加速度计数据融合在一起,证明了精度和稳定性.
结论:
- 拟议的算法有效地重建了超高楼的3D动态位移.
- 它通过提供准确和稳定的移位估计来增强结构健康监测.
- 该方法具有实时和预测监控应用的潜力.
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