基于TCN-CAM-KAN的大跨桥梁伸缩缝性能异常预警方法

EARLY WARNING METHOD FOR ABNORMAL PERFORMANCE IN EXPANSION JOINTS OF LONG-SPAN BRIDGES BASED ON TCN-CAM-KAN

  • 摘要: 为准确掌握大跨桥梁伸缩缝的服役状态,该文提出了一种基于新型神经网络的大跨桥梁伸缩缝性能异常预警方法。联合科尔莫格罗夫-阿诺德网络(KAN)、时间卷积网络(TCN)和通道注意力机制(CAM),建立了大跨桥梁伸缩缝位移预测的TCN-CAM-KAN模型;根据TCN-CAM-KAN模型建模误差的统计特征,提出了伸缩缝性能异常的预警方法;基于某大跨斜拉桥长期监测数据,分析了伸缩缝位移预测TCN-CAM-KAN模型的性能,讨论了训练集长度和输入窗口大小对模型性能的影响,验证了所提伸缩缝性能异常预警方法的有效性。结果表明:TCN-KAN-CAM模型能够准确捕捉温度与伸缩缝位移之间的复杂非线性关系以及伸缩缝位移时间序列的非平稳特性,预测精度远高于普通神经网络模型;即使训练集长度缩短,模型依然能够保持良好的预测精度;随着输入窗口的增大,预测精度先增大后减小,但训练时间会持续增加;预警方法能够可靠预警伸缩缝16 mm以上的位移异常。

     

    Abstract: This paper presents an early warning method based on a novel neural network to reliably identify the operational abnormality in expansion joints of long-span bridges. By integrating the Kolmogorov-Arnold network (KAN), temporal convolutional network (TCN), and channel attention mechanism (CAM), a TCN-CAM-KAN model is established for predicting the displacement in expansion joints. An early warning method for abnormal performance in expansion joints is developed based on the statistical characteristics of the prediction errors in the TCN-CAM-KAN model. Using long-term monitoring data from a long-span cable-stayed bridge, the capability of the TCN-CAM-KAN model in predicting displacement of expansion joints is assessed. The influence of training set length and input window size on the prediction accuracy is discussed and the effectiveness of the proposed early warning method is verified. The results indicate that the TCN-CAM-KAN model can accurately capture the complex nonlinear relationship between temperature and displacement of expansion joints, as well as the non-stationary properties of the time-dependent displacement. The prediction accuracy of the TCN-CAM-KAN model is significantly higher than that of conventional neural network models. The high prediction accuracy of the TCN-CAM-KAN model is maintained even when the training set length is short. As the input window size increases, the prediction accuracy increases first and then decreases, but the training time continues to increase. The proposed warning method can reliably detect abnormal displacement of the expansion joint above16 mm.

     

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