JOURNAL ARTICLE
Recurrent Neural Network Solver for Structural Motion Differential Equations.
Published In: International Journal of Structural Stability & Dynamics, 2026, v. 26, n. 15. P. 1 1 of 3
Database: Academic Search Ultimate 2 of 3
Authored By: Zhao, Duoyang; Zeng, Sen 3 of 3
Abstract
In the field of structural dynamic differential equations, although traditional numerical solution methods are mature, they generally have problems with high computational costs and numerous constraints. These constraints include whether the system is linear, sensitivity to time step size, limited ability to handle high-frequency responses, and limited applicability to nonlinear systems and complex dynamic environments. Therefore, this paper attempts to use a recurrent neural network (RNNs) to solve dynamic differential equations. Unlike intelligent models that require a large amount of sample data, this solver does not need samples. Instead, it constrains the loss function using the physics-informed neural network method and provides high-precision predictive solutions based on input parameters and memory parameters. The solver is applied to single-degree-of-freedom and multi-degree-of-freedom systems, including undamped and damped free vibrations as well as undamped and damped harmonic load problems. The feasibility of the model is validated based on the average relative error, with results showing that the average relative error between the model predictions and theoretical values is 10 − 4 , with a few cases reaching 1%. The relationship between network structure, learning rate, and model performance is also explored. Additionally, common activation functions perform poorly when applied to this problem, so this paper constructs a new activation function, verifying its effectiveness and efficiency through the solver and analyzing the factors influencing the model's performance. [ABSTRACT FROM AUTHOR]
Additional Information
- Source:International Journal of Structural Stability & Dynamics. 2026/07, Vol. 26, Issue 15, p1
- Document Type:Article
- Subject Area:Mathematics
- Publication Date:2026
- ISSN:0219-4554
- DOI:10.1142/S0219455426501324
- Accession Number:192787903
- Copyright Statement:Copyright of International Journal of Structural Stability & Dynamics is the property of World Scientific Publishing Company and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
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