Author
Listed:
- Yanxin Xu
(State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210024, China
College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210024, China
National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210024, China
College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China)
- Dongjian Zheng
(State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210024, China
College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210024, China
National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210024, China)
- Chenfei Shao
(State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210024, China
College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210024, China
National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210024, China
College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China)
- Sen Zheng
(State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210024, China
College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210024, China
National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210024, China)
- Hao Gu
(State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210024, China
College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210024, China
National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210024, China)
- Huixiang Chen
(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.
Suggested Citation
Yanxin Xu & Dongjian Zheng & Chenfei Shao & Sen Zheng & Hao Gu & Huixiang Chen, 2023.
"Real-Time Diagnosis of Structural Damage Based on NARX Neural Network with Dynamic Response,"
Mathematics, MDPI, vol. 11(6), pages 1-16, March.
Handle:
RePEc:gam:jmathe:v:11:y:2023:i:6:p:1281-:d:1089893
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