{"title":"A training strategy based on iterative self-training enhanced transfer learning for accurate structural time history response prediction","authors":"Qitao Yang , Zuohua Li , Shujuan Ma , Jiafei Ning","doi":"10.1016/j.compstruc.2025.107840","DOIUrl":null,"url":null,"abstract":"<div><div>Seismic time history responses are vital for structural performance evaluation and deep learning technologies have shown promise in accelerating the response calculation. However, effective training of deep neural networks generally necessitates extensive data, while their acquisition remains constrained by the time-consuming refined simulations and the high-cost experiments. Here a novel Iterative Self-training Enhanced Transfer Learning (ISTL) method is proposed for deep neural network training to improve seismic time history response prediction accuracy, especially in data scarcity scenarios. ISTL method leverages self-training method to augment abundant samples without additional experiments while integrating domain adaptation with novel output conditional distribution regularization to enhance learning through augmented knowledge. Three experiments validate the proposed method by predicting responses from numerical simulations of a nonlinear frame structure, shake-table testing of a linear frame structure, and field-sensing records of an instrumented shear-wall structure. The results show that ISTL method can eliminate the need for additional experiments and improve prediction performance by up to 60 % over conventional direct training process, underscoring its potential for developing robust predictive models for structural time history responses.</div></div>","PeriodicalId":50626,"journal":{"name":"Computers & Structures","volume":"316 ","pages":"Article 107840"},"PeriodicalIF":4.8000,"publicationDate":"2025-06-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers & Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0045794925001981","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0
Abstract
Seismic time history responses are vital for structural performance evaluation and deep learning technologies have shown promise in accelerating the response calculation. However, effective training of deep neural networks generally necessitates extensive data, while their acquisition remains constrained by the time-consuming refined simulations and the high-cost experiments. Here a novel Iterative Self-training Enhanced Transfer Learning (ISTL) method is proposed for deep neural network training to improve seismic time history response prediction accuracy, especially in data scarcity scenarios. ISTL method leverages self-training method to augment abundant samples without additional experiments while integrating domain adaptation with novel output conditional distribution regularization to enhance learning through augmented knowledge. Three experiments validate the proposed method by predicting responses from numerical simulations of a nonlinear frame structure, shake-table testing of a linear frame structure, and field-sensing records of an instrumented shear-wall structure. The results show that ISTL method can eliminate the need for additional experiments and improve prediction performance by up to 60 % over conventional direct training process, underscoring its potential for developing robust predictive models for structural time history responses.
期刊介绍:
Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics. The journal also includes articles that present a substantial review of a field in the topics of the journal.