TY - JOUR
T1 - Predictive capabilities of data-driven machine learning techniques on wave-bridge interactions
AU - Zhu, Deming
AU - Zhang, Jiaxin
AU - Wu, Qian
AU - Dong, You
AU - Bastidas-Arteaga, Emilio
N1 - Funding Information:
The study has been supported by the Research Grants Council of Hong Kong ( PolyU 15225722 and PolyU 15221521 ) and Department of Civil and Environmental Engineering of the Hong Kong Polytechnic University ( 1-WZ0B ). The support is gratefully acknowledged. The opinions and conclusions presented in this paper are those of the authors and do not necessarily reflect the views of the sponsoring organizations.
Publisher Copyright:
© 2023
PY - 2023/8
Y1 - 2023/8
N2 - To explore coastal bridge safety subjected to extreme waves during coastal natural hazards, numerical simulations that combine finite element methods and experimental data have been recognized as effective in computing wave-induced loads on coastal bridges. However, the structural design and performance assessment for bridge networks require laborious efforts and massive computational resources to account for uncertain scenarios. To provide reliable wave force estimation tools and facilitate the associated risk assessment, this study performs a hydrodynamic experiment on the wave-bridge interactions and develops data-driven Long-Short-Term-Memory (LSTM) Machine Learning (ML) models for time series forecasting of wave forces. Specifically, a 1:30 scale bridge superstructure specimen is used for the wave test in the wave channel. Different solitary wave and regular wave conditions are tested. Time histories of wave profiles, wave-induced forces, and pressures are measured and served as a dataset basis for the training of LSTM models. High-performance LSTM prediction models are developed through the tuning of different hyperparameters. The well-trained models have high accuracy and could predict the wave force time series based on the excitation wave profiles in seconds. It is envisioned that LSTM models could provide more reliable estimations with the development based on more data sources, providing a fast path for structural design, analysis, and maintenance.
AB - To explore coastal bridge safety subjected to extreme waves during coastal natural hazards, numerical simulations that combine finite element methods and experimental data have been recognized as effective in computing wave-induced loads on coastal bridges. However, the structural design and performance assessment for bridge networks require laborious efforts and massive computational resources to account for uncertain scenarios. To provide reliable wave force estimation tools and facilitate the associated risk assessment, this study performs a hydrodynamic experiment on the wave-bridge interactions and develops data-driven Long-Short-Term-Memory (LSTM) Machine Learning (ML) models for time series forecasting of wave forces. Specifically, a 1:30 scale bridge superstructure specimen is used for the wave test in the wave channel. Different solitary wave and regular wave conditions are tested. Time histories of wave profiles, wave-induced forces, and pressures are measured and served as a dataset basis for the training of LSTM models. High-performance LSTM prediction models are developed through the tuning of different hyperparameters. The well-trained models have high accuracy and could predict the wave force time series based on the excitation wave profiles in seconds. It is envisioned that LSTM models could provide more reliable estimations with the development based on more data sources, providing a fast path for structural design, analysis, and maintenance.
KW - Coastal bridge
KW - Hydrodynamic experiment
KW - LSTM
KW - Machine learning
KW - Wave force prediction
UR - http://www.scopus.com/inward/record.url?scp=85160416867&partnerID=8YFLogxK
U2 - 10.1016/j.apor.2023.103597
DO - 10.1016/j.apor.2023.103597
M3 - Journal article
AN - SCOPUS:85160416867
SN - 0141-1187
VL - 137
JO - Applied Ocean Research
JF - Applied Ocean Research
M1 - 103597
ER -