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联合卷积与双向长短期记忆神经网络的空间钢桁架结构损伤识别

Damage identification of spatial steel truss structures by the combination of CNN and BiLSTM neural networks

  • 摘要: 针对结构损伤识别中损伤类型、位置与程度的综合判断问题,本文提出一种基于频域特征与深度学习融合的损伤识别方法。该方法以结构动力频响函数作为输入,先通过卷积神经网络提取局部动力特征,再输入双向长短期记忆网络进行序列建模,并设计具有双输出分支的预测模块,分别通过 \mathrmSoftmax 函数与线性激活函数实现损伤类型与位置的分类识别及损伤程度的量化回归。为验证方法有效性,以实验室钢桁架模型为例,对杆件损伤与螺栓松动2种损伤进行模拟训练,并额外引入未参与训练的腐蚀损伤数据测试模型泛化能力。结果表明,该方法对训练涵盖的损伤类型可实现准确定位与量化评估,对未知损伤类型—腐蚀损伤的识别准确率也达90%以上。

     

    Abstract: To address the comprehensive detection of structural damage type, location, and severity, a novel deep learning-based method is proposed. Frequency response functions are employed as model inputs to characterize structural dynamics. Convolutional Neural Network (CNN) is firstly used to extract local dynamic features, which are subsequently processed by a Bidirectional Long Short-Term Memory (BiLSTM) network to capture sequential dependencies within the frequency-domain data. A dual-output prediction framework is designed, comprising a Softmax function for classifing damage type and location, and a linear activation regression branch fro quantifying damage severity. The proposed method was validated using a laboratory-scale steel truss model. The model was trained on simulated datasets corresponding to two common damage scenarios, member damage and bolt loosening. To further evaluate the generalization capacity of the method, corrosion damage data which not included in the training process, were introduced for testing. The results indicate that the proposed method can accurately localize and quantify the damages. Moreover, Moreover, the accuracy remains above 88.9% for the unseen corrosion damage, which demonstrates its robust generalization performance.

     

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