深度学习驱动的模拟车辆荷载作用下桥梁挠度预测方法
DOI:
CSTR:
作者:
作者单位:

1.江苏宁沪高速公路股份有限公司;2.新南威尔士大学 土木与环境工程学院,澳大利亚 悉尼 NSW;3.东南大学 交通学院

作者简介:

通讯作者:

中图分类号:

U448.25

基金项目:

国家自然科学基金资助项目(52308150)


Deep Learning-Driven Forecasting Method of Bridge Deflection under Simulated Moving Vehicle Loads
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    【目的】车辆荷载是服役阶段引起桥梁挠度变化的重要因素之一,其时空随机性强,预测挑战大。为提高预测车辆荷载引起挠度的准确性,本文构建融合特征工程的 CNN-LSTM-Attention 深度学习模型,并系统分析特征工程与模型结构对预测性能的影响。【方法】首先,基于桥面监控与称重系统数据,构建车道级车辆荷载时间序列,引入滞后特征、差分特征、滚动标准差及移动平均等特征工程方法,增强时间序列表征能力。在此基础上,建立 CNN-LSTM-Attention 预测模型,并与传统 LSTM 模型及未引入特征工程的模型进行对比分析。最后,采用 、、及等指标对模型性能进行量化评估。【结果】研究结果表明,引入特征工程后模型预测精度显著提升,为 0.8235,为 1.4174,为 0.9962,为 0.9962。相比未引入特征工程的模型,降低87.2%,提升27.7%;相比传统 LSTM 模型,降低3.75%,提升约34.5%。【结论】融合特征工程的 CNN-LSTM-Attention 模型能够有效刻画车辆荷载序列的时序特征与长期依赖关系,实现桥梁挠度的高精度预测。单纯依赖网络结构优化对性能提升有限,而“特征工程 + 深度学习模型”组合策略是提高车辆致挠度预测精度的关键路径,为桥梁结构健康监测与运维管理提供了新的数据驱动技术手段。

    Abstract:

    [Purposes] Vehicle load is one of the critical factors causing deflection variation of bridges during the service stage, characterized by strong spatial-temporal randomness and great challenges in prediction. To improve the prediction accuracy of deflection induced by vehicle loads, this paper establishes a deep learning model of CNN-LSTM-Attention integrated with feature engineering, and systematically analyzes the effects of feature engineering and model structure on prediction performance. [Methods] Firstly, based on data from the bridge deck monitoring and weigh-in-motion systems, a lane-level vehicle load time series is constructed. Feature engineering methods including lag features, difference features, rolling standard deviation, and moving average are introduced to enhance the representation capability of the time series. On this basis, the CNN-LSTM-Attention prediction model is established and compared with the traditional LSTM model and the model without feature engineering. Finally, the model performance is quantitatively evaluated using indicators such as MAE, MSE, R2, and explained variance score (EVS). [Findings] The results indicate that the prediction accuracy of the model is significantly improved after introducing feature engineering, with a MAE of 0.8235, MSE of 1.4174, R2 of 0.9962, and EVS of 0.9962. Compared with the model without feature engineering, the MAE is reduced by 87.2% and R2 is increased by 27.7%. Compared with the traditional LSTM model, the MAE is reduced by 3.75% and R2 is improved by approximately 34.5%. [Conclusions] The CNN-LSTM-Attention model integrated with feature engineering can effectively characterize the temporal features and long?term dependencies of vehicle load series, thereby achieving high?precision prediction of bridge deflection. Optimizing only the network structure provides limited performance improvement, whereas the combined strategy of “feature engineering + deep learning model” serves as a key approach to enhancing the prediction accuracy of vehicle?induced deflection. This work provides a novel data?driven technical tool for bridge structural health monitoring and operation maintenance management.

    参考文献
    相似文献
    引证文献
引用本文
分享
相关视频

文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2026-03-03
  • 最后修改日期:2026-04-03
  • 录用日期:2026-04-03
  • 在线发布日期:
  • 出版日期:
文章二维码