{"title":"An effective design method of high-strength steel columns with limited datasets using physics-guided conditional tabular GAN","authors":"Ben Mou , Hong Chen , Yuguang Fu","doi":"10.1016/j.engstruct.2025.120597","DOIUrl":null,"url":null,"abstract":"<div><div>High-strength steel structures received increasing interest but are lack of suitable design methods. Most studies revise the existing design codes, which, however, is still inaccurate for failure load predictions. Some researchers explore machine learning (ML) but require extensive high-quality datasets. This is challenging for high-strength steel structures, where the collection of either experimental data or numerical simulation data is time-consuming and expensive. To address it, this study develops an effective ML-based design method which only needs very limited datasets. In particular, Physics-guided Conditional Tabular Generative Adversarial Network (Pg-CTGAN) is proposed to be integrated with suitable existing design code for similar structural members and further generate sufficient synthetic datasets for subsequent ML training. Two benchmark tests were designed to assess the quality of synthetic data and its effects on the predictive performance of the ML models. To evaluate the performance of Pg-CTGAN, two case studies were conducted, including the prediction of ultimate compressive strength of high-strength steel bolted built-up angle section columns and that of high-strength steel bolted built-up channel section columns. The results are then compared with the current design codes, showing that the proposed method can improve the prediction accuracy of various ML models in both case studies, and outperforms the current design specifications. It can be demonstrated that, the proposed method can provide accurate failure load predictions and has the great potential for other structural components.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"340 ","pages":"Article 120597"},"PeriodicalIF":6.4000,"publicationDate":"2025-06-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029625009885","RegionNum":1,"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
High-strength steel structures received increasing interest but are lack of suitable design methods. Most studies revise the existing design codes, which, however, is still inaccurate for failure load predictions. Some researchers explore machine learning (ML) but require extensive high-quality datasets. This is challenging for high-strength steel structures, where the collection of either experimental data or numerical simulation data is time-consuming and expensive. To address it, this study develops an effective ML-based design method which only needs very limited datasets. In particular, Physics-guided Conditional Tabular Generative Adversarial Network (Pg-CTGAN) is proposed to be integrated with suitable existing design code for similar structural members and further generate sufficient synthetic datasets for subsequent ML training. Two benchmark tests were designed to assess the quality of synthetic data and its effects on the predictive performance of the ML models. To evaluate the performance of Pg-CTGAN, two case studies were conducted, including the prediction of ultimate compressive strength of high-strength steel bolted built-up angle section columns and that of high-strength steel bolted built-up channel section columns. The results are then compared with the current design codes, showing that the proposed method can improve the prediction accuracy of various ML models in both case studies, and outperforms the current design specifications. It can be demonstrated that, the proposed method can provide accurate failure load predictions and has the great potential for other structural components.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.