Multi-scale combined prediction model of concrete dam deformation based on VMD-LSTM-ARIMA
- DOI
- 10.2991/978-94-6463-404-4_20How to use a DOI?
- Keywords
- Concrete dam; Deformation prediction; Variational mode decomposition; Long short-term memory network; ARIMA
- Abstract
The deformation of concrete dam can be regarded as the result of the synergistic action of hydraulic component, temperature component and aging component. According to the different component characteristics of deformation and the correlation of different time scales, a multi-scale combined prediction model for concrete dam deformation based on VMD-LSTM-ARIMA is proposed. Firstly, using the adaptive analysis function of VMD, the trend term and cycle term of dam deformation are decomposed. Secondly, LSTM model is used to effectively predict the cycle term and trend term under different scales, and ARIMA model is used to identify the effective information of the remaining term. Finally, based on a practical project, the effectiveness and superiority of the proposed model are verified by comparing with the conventional combination algorithm. The calculation results show that the combined model fully considers the characteristics of the dam deformation, and can effectively fit and predict the dam deformation.
- Copyright
- © 2024 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Tao Zhang AU - Huaizhi Su PY - 2024 DA - 2024/04/29 TI - Multi-scale combined prediction model of concrete dam deformation based on VMD-LSTM-ARIMA BT - Proceedings of the 2024 3rd International Conference on Structural Seismic Resistance, Monitoring and Detection (SSRMD 2024) PB - Atlantis Press SP - 196 EP - 206 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-404-4_20 DO - 10.2991/978-94-6463-404-4_20 ID - Zhang2024 ER -