测绘通报 ›› 2026, Vol. 0 ›› Issue (3): 86-93,99.doi: 10.13474/j.cnki.11-2246.2026.0315

• 学术研究 • 上一篇    下一篇

基于多频GNSS数据的浮式桥梁变形监测与预测

刘军1,2,3, 欧同庚1,2,3, 郭晓菲1,2,3   

  1. 1. 中国地震局地震大地测量重点实验室, 湖北 武汉 430071;
    2. 地震预警湖北省重点实验室, 湖北 武汉 430071;
    3. 武汉地震科学仪器研究院有限公司, 湖北 武汉 430071
  • 收稿日期:2025-08-18 发布日期:2026-04-08
  • 通讯作者: 欧同庚。E-mail:outg@163.com
  • 作者简介:刘军(1987—),男,硕士生,工程师,主要研究方向为形变监测及应用。E-mail:liujun1987@whu.edu.cn
  • 基金资助:
    湖北省重点研发计划(2022BAD059;2023BAB118);中国地震局星火科技攻关项目(XH24028C)

Floating bridge deformation monitoring and prediction based on multi-frequency GNSS data

LIU Jun1,2,3, OU Tonggeng1,2,3, GUO Xiaofei1,2,3   

  1. 1. Key Laboratory of Earthquake Geodesy China Earthquake Administration, Wuhan 430071, China;
    2. Hubei Key Laboratory of Earthquake Early Warning, Wuhan 430071, China;
    3. Wuhan Institute of Seismic Scientific Instruments Co., Ltd., Wuhan 430071, China
  • Received:2025-08-18 Published:2026-04-08

摘要: 针对浮式桥梁多频GNSS变形监测传统方法存在处理流固耦合及非线性问题能力有限、纯数据驱动深度学习方法物理可信度不足、多频GNSS观测受海洋多路径及电离层延迟影响,以及多传感器融合不充分等问题,本文提出了一种融合多频GNSS观测与结构动力学方程约束的物理信息神经网络(PINN)框架,将描述流固耦合、结构振动及守恒律的偏微分方程嵌入神经网络损失函数,构建含多尺度时空自适应权重、海洋误差校正的端到端模型。基于Bergsøysund浮桥数据集验证:相比卡尔曼滤波,正常监测均方根误差降低35%~47%;相比纯深度学习,训练数据减少1~2数量级,且泛化能力提升超60%;多频融合后L5抗多路径误差能力提高40%,整体定位精度达0.8 cm,为复杂环境结构变形监测与预测提供新方案。

关键词: 多频GNSS, 变形预测, 流固耦合, 物理信息神经网络, 结构健康监测

Abstract: To address the limitations of traditional methods in monitoring multi-frequency GNSS deformation of floating bridges regarding fluid-structure interaction and nonlinear problem-solving,the insufficient physical credibility of purely data-driven deep learning approaches,the impacts of marine multipath effects and ionospheric delays on multi-frequency GNSS observations,and the inadequate fusion of multi-sensor data,this study proposes a physics-informed neural network (PINN) framework integrating multi-frequency GNSS observations with structural dynamics equation constraints.Partial differential equations describing fluid-structure interactions,structural vibrations,and conservation laws are embedded into the neural network's loss function,constructing an end-to-end model featuring spatiotemporal adaptive multi-scale weighting and marine error correction.Validation using long-term monitoring data from the Bergsøysund Floating Bridge demonstrates:Compared to Kalman filtering,the root mean square error (RMSE)during normal monitoring is reduced by 35%~47%;Compared to purely deep learning methods,training data requirements decrease by 1~2 orders of magnitude,and generalization capability improves by over 60%;After multi-frequency fusion,the L5 band exhibits a 40% enhancement in multi-path error resistance,achieving an overall positioning accuracy of 0.8 cm.This framework provides a novel solution for intelligent deformation monitoring and prediction of structures in complex environments.

Key words: multi-frequency GNSS, deformation prediction, fluid-structure interaction, physics-informed neural network, structural health monitoring

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