Structural damage identification via a deep belief memory network

被引:0
作者
Fang, Sheng-En [1 ,2 ]
Liu, Yang [1 ]
机构
[1] College of Civil Engineering, Fuzhou University, Fuzhou
[2] National & Local Joint Engineering Research Center for Seismic and Disaster Informatization of Civil Engineering, Fuzhou University, Fuzhou
来源
Zhendong Gongcheng Xuebao/Journal of Vibration Engineering | 2024年 / 37卷 / 11期
关键词
damage identification; deep belief network; frame structure; hybrid learning mechanism; long short-term memory network;
D O I
10.16385/j.cnki.issn.1004-4523.2024.11.012
中图分类号
学科分类号
摘要
Extracting sensitive damage features from structural response signals is crucial for damage identification methods based on pattern classification. To this end,a hybrid network that combines a deep belief networks(DBN)and a long-short term memory(LSTM)network is proposed through a hybrid learning mechanism to utilize the merits of both networks in the aspects of extracting high-order abstract features and considering data sequence correlations. First,transmissibility data from response signals are sequentially input into the DBN to achieve the initial data compression and feature extraction,reducing the redundant information in the responses. Then,the extracted feature sequences are input into the LSTM network to consider the correlation between the different responses for acquiring the relevant sensitive damage features. Finally,a classification layer with the Softmax function is used to classify the features output by the LSTM network. Thereby,different structural damage patterns can be identified. The damage identification results on a three-dimensional experimental steel frame demonstrate that the hybrid learning mechanism can better train the network parameters,and the fine-tuning on the whole hybrid network contributes to the subsequent damage feature classification. Under the pollution of numerical or measured noises,the hybrid network can still effectively perform the data compression,feature extraction and classification. The various damage scenarios of the experimental frame are well identified. © 2024 Nanjing University of Aeronautics an Astronautics. All rights reserved.
引用
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页码:1917 / 1924
页数:7
相关论文
共 27 条
[1]  
SUN L M, SHANG Z Q,, XIA Y,, Et al., Review of bridge structural health monitoring aided by big data and artificial intelligence:from condition assessment to damage detection[J], Journal of Structural Engineering, 146, 5, (2020)
[2]  
FANG S E,, PERERA R, DE ROECK G., Damage identification of a reinforced concrete frame by finite element model updating using damage parameterization [J], Journal of Sound and Vibration, 313, 3-5, pp. 544-559, (2008)
[3]  
FANG S E., Structural damage detection based on stochastic subspace identification and statistical pattern recognition:I. theory[J], Smart Materials and Structures, 20, 11, (2011)
[4]  
SUN Limin, SHANG Zhiqiang, XIA Ye, Development and prospect of bridge structural health monitoring in the context of big data[J], China Journal of Highway and Transport, 32, 11, pp. 1-20, (2019)
[5]  
ALEXANDRINO P D S L,, Et al., The use of intelligent computational tools for damage detection and identification with an emphasis on composites-a review[J], Composite Structures, 196, pp. 44-54, (2018)
[6]  
JIAO Licheng, YANG Shuyuan, LIU Fang, Et al., Seventy years beyond neural networks:retrospect and prospect[J], Chinese Journal of Computers, 39, 8, pp. 1697-1716, (2016)
[7]  
HAKIM S J S, RAZAK H A., Structural damage detection of steel bridge girder using artificial neural networks and finite element models[J], Steel & Composite Structures, 14, 4, pp. 367-377, (2013)
[8]  
Adequacy of first mode shape differences for damage identification of cantilever structures using neural networks[J], Neural Computing and Applications, 30, 8, pp. 2509-2518, (2018)
[9]  
ZHANG X D, ZHANG Z G,, LI X F,, Et al., Damage identification in cable-stayed bridge based on modal analysis and neural networks[C], AIP Conference Proceedings, pp. 1435-1442, (2007)
[10]  
HINTON G., Deep learning [J], Nature, 521, 7553, pp. 436-444, (2015)