自编码
深度学习
人工神经网络
降维
人工智能
维数之咒
组分(热力学)
还原(数学)
主成分分析
计算机科学
帧(网络)
机器学习
振动
特征向量
支持向量机
模式识别(心理学)
数学
热力学
电信
物理
量子力学
几何学
作者
Chathurdara Sri Nadith Pathirage,Jun Li,Ling Li,Hong Hao,Wanquan Liu,Pinghe Ni
标识
DOI:10.1016/j.engstruct.2018.05.109
摘要
Abstract Artificial neural networks are computational approaches based on machine learning to learn and make predictions based on data, and have been applied successfully in diverse applications including structural health monitoring in civil engineering. It is difficult to optimize the weights in the neural networks that have multiple hidden layers due to the vanishing gradient issue. This paper proposes an autoencoder based framework for structural damage identification, which can support deep neural networks and be utilized to obtain optimal solutions for pattern recognition problems of highly non-linear nature, such as learning a mapping between the vibration characteristics and structural damage. Two main components are defined in the proposed framework, namely, dimensionality reduction and relationship learning. The first component is to reduce the dimensionality of the original input vector while preserving the required necessary information, and the second component is to perform the relationship learning between the features with the reduced dimensionality and the stiffness reduction parameters of the structure. Vibration characteristics, such as natural frequencies and mode shapes, are used as the input and the structural damage are considered as the output vector. A pre-training scheme is performed to train the hidden layers in the autoencoders layer by layer, and fine tuning is conducted to optimize the whole network. Numerical and experimental investigations on steel frame structures are conducted to demonstrate the accuracy and efficiency of the proposed framework, comparing with the traditional ANN methods.
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