{"title":"Explainable artificial intelligence framework for plastic hinge length prediction of flexural-dominated steel-reinforced concrete composite shear walls","authors":"Chaochao Quan , Wei Wang , Kuahai Yu , Danmei Ban","doi":"10.1016/j.engstruct.2024.119388","DOIUrl":null,"url":null,"abstract":"<div><div>Due to the complex and nonlinear characteristics of the plastic hinge mechanism in steel-reinforced concrete composite shear walls (SRCCSWs), there are significant challenges in accurately predicting the plastic hinge length and providing a rational explanation for the mechanism. Advanced machine learning (ML) algorithms present a promising approach to tackle these issues. However, the development and interpretation of data-driven models for plastic hinge behavior are impeded due to the lack of a reliable and comprehensive analytical framework, as well as the inherent 'black box' nature associated with ML models. This study aims to establish an interpretable artificial intelligence framework for predicting the plastic hinge length of SRCSCWs. A reasonable understanding of the potential plastic hinge mechanism is provided. An experimental database encompassing two types of section reinforcement in SRCCSWs was compiled from existing literature. A Conditional Table Generative Adversarial Network (CTGAN) was employed to augment the training dataset and create a more extensive database, thereby addressing limitations posed by scarce available data. Eight individual and integrated ML algorithms were utilized to predict the plastic hinge length of SRCCSWs, and their performance and efficiency were comprehensively evaluated. The SHapley Additive exPlans (SHAP) method was introduced to systematically elucidate how design parameters affect plastic hinge mechanisms through feature importance analysis, feature dependency and interaction evaluation, and individual prediction interpretation. A simplified optimization equation is proposed by Bayesian methods to predict the equivalent plastic hinge length of flexural-dominated SRCCSWs based on the empirical models and this comprehensive database. Results show that the XGBoost model can make accurate and reliable predictions for plastic hinge length. Global interpretation reveals that geometric information makes a significant contribution to plastic hinge length. There is considerable interaction between the shear span ratio and the boundary element steel volume ratio. In addition, the optimization equation has shown commendable prediction accuracy for both synthetic and experimental data, although slightly lower than the accuracy of the XGBoost model, which can meet the requirements of engineering applications within a certain range.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"324 ","pages":"Article 119388"},"PeriodicalIF":5.6000,"publicationDate":"2024-11-27","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/S0141029624019503","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
Due to the complex and nonlinear characteristics of the plastic hinge mechanism in steel-reinforced concrete composite shear walls (SRCCSWs), there are significant challenges in accurately predicting the plastic hinge length and providing a rational explanation for the mechanism. Advanced machine learning (ML) algorithms present a promising approach to tackle these issues. However, the development and interpretation of data-driven models for plastic hinge behavior are impeded due to the lack of a reliable and comprehensive analytical framework, as well as the inherent 'black box' nature associated with ML models. This study aims to establish an interpretable artificial intelligence framework for predicting the plastic hinge length of SRCSCWs. A reasonable understanding of the potential plastic hinge mechanism is provided. An experimental database encompassing two types of section reinforcement in SRCCSWs was compiled from existing literature. A Conditional Table Generative Adversarial Network (CTGAN) was employed to augment the training dataset and create a more extensive database, thereby addressing limitations posed by scarce available data. Eight individual and integrated ML algorithms were utilized to predict the plastic hinge length of SRCCSWs, and their performance and efficiency were comprehensively evaluated. The SHapley Additive exPlans (SHAP) method was introduced to systematically elucidate how design parameters affect plastic hinge mechanisms through feature importance analysis, feature dependency and interaction evaluation, and individual prediction interpretation. A simplified optimization equation is proposed by Bayesian methods to predict the equivalent plastic hinge length of flexural-dominated SRCCSWs based on the empirical models and this comprehensive database. Results show that the XGBoost model can make accurate and reliable predictions for plastic hinge length. Global interpretation reveals that geometric information makes a significant contribution to plastic hinge length. There is considerable interaction between the shear span ratio and the boundary element steel volume ratio. In addition, the optimization equation has shown commendable prediction accuracy for both synthetic and experimental data, although slightly lower than the accuracy of the XGBoost model, which can meet the requirements of engineering applications within a certain range.
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.