Su Chen, Xiaohu Hu, Weiping Jiang, Suyang Wang, Xingye Chen, Xiaojun Li
{"title":"Data-Physical Fusion Deep Learning for Site Seismic Response Using KiK-Net Records","authors":"Su Chen, Xiaohu Hu, Weiping Jiang, Suyang Wang, Xingye Chen, Xiaojun Li","doi":"10.1002/eqe.4290","DOIUrl":null,"url":null,"abstract":"<div>\n \n <p>In the realm of earthquake engineering, response spectra play a crucial role in characterizing the effects of site dynamic characteristics under seismic activity. Consequently, accurately predicting seismic response spectra is of paramount importance. We have developed a physics-guided bidirectional long short-term memory neural network model (Phy-BiLSTM) that is proficient in predicting site seismic response based on bedrock records. The core principle of the Phy-BiLSTM is to improve the alignment between the solution space and the ground truth by integrating physics knowledge obtained from the physical model. The model introduced in this study utilized the 5%-damped response spectra, which were derived from strong ground motion records collected at the KiK-net downhole array. The results substantiate the performance enhancement of Phy-BiLSTM in comparison to the data-driven BiLSTM model. Furthermore, we conduct a comparative analysis of the Phy-BiLSTM model against traditional methods (EQ, SBSR) as well as other neural network architectures (CNN and LSTM). The result highlights the advantages of Phy-BiLSTM in accurately predicting the site seismic response.</p>\n </div>","PeriodicalId":11390,"journal":{"name":"Earthquake Engineering & Structural Dynamics","volume":"54 3","pages":"993-1008"},"PeriodicalIF":5.0000,"publicationDate":"2024-12-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Earthquake Engineering & Structural Dynamics","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/eqe.4290","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
In the realm of earthquake engineering, response spectra play a crucial role in characterizing the effects of site dynamic characteristics under seismic activity. Consequently, accurately predicting seismic response spectra is of paramount importance. We have developed a physics-guided bidirectional long short-term memory neural network model (Phy-BiLSTM) that is proficient in predicting site seismic response based on bedrock records. The core principle of the Phy-BiLSTM is to improve the alignment between the solution space and the ground truth by integrating physics knowledge obtained from the physical model. The model introduced in this study utilized the 5%-damped response spectra, which were derived from strong ground motion records collected at the KiK-net downhole array. The results substantiate the performance enhancement of Phy-BiLSTM in comparison to the data-driven BiLSTM model. Furthermore, we conduct a comparative analysis of the Phy-BiLSTM model against traditional methods (EQ, SBSR) as well as other neural network architectures (CNN and LSTM). The result highlights the advantages of Phy-BiLSTM in accurately predicting the site seismic response.
期刊介绍:
Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following:
ground motions for analysis and design
geotechnical earthquake engineering
probabilistic and deterministic methods of dynamic analysis
experimental behaviour of structures
seismic protective systems
system identification
risk assessment
seismic code requirements
methods for earthquake-resistant design and retrofit of structures.