结合卷积神经网络图形特征提取的功率谱固有频率自动化识别方法

Automated identification method of natural frequency in power spectra by combining graphical feature extraction of convolutional neural networks

  • 摘要: 对环境激励振动响应数据进行功率谱分析以识别模态参数时,固有频率峰值的判定通常依赖人工,存在一定的主观性和局限性。为了克服该问题,提出一种融合卷积神经网络(CNN)的方法,通过提取固有频率峰值与虚假峰值的图形特征,利用网络训练构建可识别真实峰值的模型,实现模态参数的自动识别。该网络模型借助图形特征,展现出良好的泛化能力,并能实现迁移学习。结合功率谱法与卷积神经网络各自优势,有效地解决了传统功率谱方法在噪声干扰下产生大量虚假模态以及依赖人工识别固有频率的问题,显著提升模态参数识别的精度与效率。为验证该方法的可行性与鲁棒性,本文分别采用ASCE Benchmark结构试验数据与服役大桥实测振动响应数据进行验证,在对结构加速度响应进行功率谱分析后,生成训练集、测试集与验证集,用于训练卷积神经网络模型。结果表明,该方法能以较高的准确率识别结构的固有频率峰值,具有较强抗噪性能,为复杂环境下的模态分析提供了有效的技术支持。

     

    Abstract: In modal parameter identification from ambient vibration responses through power spectral analysis, manual intervention is often required to identify frequency peaks. To overcome this limitation, a convolutional neural network (CNN)-based approach is proposed. The convolutional neural network is trained based on the graphical features of natural frequency peaks and false peaks to obtain a network model for identifying real peaks, so that modal parameters can be identified automatically. Due to its graphical features, this network model has good generalization ability and can perform transfer learning. This method combines the advantages of power spectrum method and convolutional neural network to solve the problem of a large number of false modes generating from traditional power spectrum method under noise interference and relying on manual identification of natural frequencies, significantly improving the accuracy and efficiency of modal parameter identification. To verify the feasibility and robustness of the method, ASCE Benchmark structural experimental data and vibration responses of the in-service bridge are analyzed. After the acceleration response are analyzed by power spectrum analysis, training and validation datasets are generated for training convolutional neural network models. The results show that this method can identify the peaks of natural frequency with high accuracy and has good robustness of noise, providing efficient and reliable technical support for modal analysis for the structures under ambient vibration.

     

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