结合一维 CNN 和 LSTM 的集成深度神经网络模型,用于利用多传感器时间序列数据进行结构健康监测

Mohammadreza Ahmadzadeh, S. M. Zahrai, M. Bitaraf
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引用次数: 0

摘要

将深度学习算法引入结构健康监测(SHM)领域有助于自动提取损伤敏感特征,但这些算法的类型和架构仍存在争议。本文提出了一种名为时间分布式一维卷积神经网络(1D CNN)长短期记忆(LSTM)模型的混合深度学习框架,该框架利用原始的多传感器时间历程来检测结构损伤。利用沿时间维度移动的滑动窗口,首先将多传感器数据分割成子序列。一维 CNN 层同时应用于每个子序列,以从行数据样本中提取损伤敏感特征。然后将这些特征输入 LSTM 层,以提取子序列之间的时间特征。最后,使用全连接层对这些提取的特征进行分类。为了评估该模型的性能,我们使用了一个具有非线性构件的高层框架数值模型。该混合模型被假定用于识别该框架的损坏位置。为了用真实世界的结构来评估所提出的模型,我们采用了一栋著名的基准建筑,通过该深度混合神经网络来识别损坏模式。对与模型性能相关的一系列指标进行了测量和评估。结果发现,该模型在数值结构中定位损坏的平均准确率高于 96.6%,在实验建筑中检测每种损坏模式的平均准确率高于 99.6%。结果表明,所提出的模型可以有效地应用于具有不同损伤模式的不同结构系统的 SHM。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An integrated deep neural network model combining 1D CNN and LSTM for structural health monitoring utilizing multisensor time-series data
Introducing deep learning algorithms into the field of structural health monitoring (SHM) has contributed to the automatic extraction of damage-sensitive features, but the type and architecture of these algorithms are still in dispute. This paper proposes a hybrid deep learning framework entitled time-distributed one-dimensional convolutional neural network (1D CNN) long short-term memory (LSTM) model, which utilizes raw multisensor time histories to detect structural damages. Using a sliding window that moves along the temporal dimension, the multisensor data are first segmented into subsequences. The 1D CNN layers are simultaneously applied to each subsequence to extract damage-sensitive features from row data samples. These features are then fed into the LSTM layers to extract temporal features between subsequences. As the final step, these extracted features are classified using fully connected layers. In order to assess the performance of this model, a numerical model of a high-rise frame with nonlinear members is used. This hybrid model is assumed to identify the location of damages to this frame. In order to assess the proposed model with a real-world structure, a well-known benchmark building is employed to identify damage patterns by this deep hybrid neural network. A set of metrics related to the performance of the model is measured and evaluated. It is found that the model has an average accuracy of above 96.6% in localizing damage in the numerical structure and above 99.6% in detecting each damage pattern in the experimental building. The results indicate that the proposed model can be applied effectively to the SHM of different structural systems with different damage patterns.
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