Real-Time Diagnosis of Structural Damage Based on NARX Neural Network with Dynamic Response

Author:

Xu Yanxin1234,Zheng Dongjian123,Shao Chenfei1234,Zheng Sen123,Gu Hao123,Chen Huixiang5ORCID

Affiliation:

1. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210024, China

2. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210024, China

3. National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210024, China

4. College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China

5. College of Agricultural Science and Engineering, Hohai University, Nanjing, 211100, China

Abstract

In order to improve the applicability of the time series model for structural damage diagnosis, this article proposed a real-time structural damage diagnosis method based on structural dynamic response and a recurrent neural network model. Starting from the transfer rate function of linear structure dynamic response, a generalized Auto-Regressive model with eXtra inputs (ARX) expression for a dynamic response under smooth excitation conditions was derived and extended to the case of nonlinear structure damage using a neural nonlinear ARX (NARX) network model. The method of NARX neural network construction and online parameter learning was studied to solve the definiteness of each factor in the network by applying unit input vectors to the model, and to construct diagnostic indices for structural nonlinear damage based on the Marxian distance (MD). Finally, the effectiveness of NARX damage diagnosis with neural network was verified by numerical arithmetic examples of stiffness loss in four-degree-of-freedom (4-DOF) nonlinear systems. The results showed that the NARX neural network can effectively describe the input-output relationship of the structural system under nonlinear damage. For dynamic neural networks, factor determination based on unit inputs has higher computational accuracy than that of the conventional method. The well-established MD damage index could effectively characterize the devolution of structural nonlinear damage.

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

National Key R&D Program

Water Conservancy Science and Technology Project of Jiangsu

China Postdoctoral Science Foundation

Jiangsu Young Science and Technological Talents Support Project

Publisher

MDPI AG

Subject

General Mathematics,Engineering (miscellaneous),Computer Science (miscellaneous)

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. A time series modeling approach for damage monitoring of concrete dam under seismic effects;Structures;2024-01

2. A Comparison of Real-time NARX Models With Feedback From Real and Estimated Output;2023 8th International Conference on Instrumentation, Control, and Automation (ICA);2023-08-09

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