Explainable artificial intelligence framework for plastic hinge length prediction of flexural-dominated steel-reinforced concrete composite shear walls

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2024-11-27 DOI:10.1016/j.engstruct.2024.119388
Chaochao Quan , Wei Wang , Kuahai Yu , Danmei Ban
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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.
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用于预测以抗弯为主的钢筋混凝土复合剪力墙塑性铰链长度的可解释人工智能框架
由于钢筋混凝土复合剪力墙(SRCCSW)的塑性铰机制具有复杂和非线性的特点,因此在准确预测塑性铰长度和合理解释该机制方面存在重大挑战。先进的机器学习(ML)算法为解决这些问题提供了一种可行的方法。然而,由于缺乏可靠、全面的分析框架,以及 ML 模型固有的 "黑箱 "性质,塑性铰行为数据驱动模型的开发和解释受到了阻碍。本研究旨在建立一个可解释的人工智能框架,用于预测 SRCSCW 的塑性铰链长度。本研究提供了对潜在塑性铰链机制的合理理解。研究人员从现有文献中整理出一个实验数据库,其中包含两种 SRCCSW 截面加固类型。采用了条件表生成对抗网络(CTGAN)来增强训练数据集,并创建了一个更广泛的数据库,从而解决了可用数据稀缺所带来的限制。利用八种单独和综合的 ML 算法来预测 SRCCSW 的塑性铰链长度,并对其性能和效率进行了综合评估。引入了 SHapley Additive exPlans(SHAP)方法,通过特征重要性分析、特征依赖性和相互作用评估以及单个预测解释,系统地阐明了设计参数如何影响塑性铰链机制。根据经验模型和该综合数据库,采用贝叶斯方法提出了一个简化的优化方程,用于预测以挠曲为主的 SRCCSW 的等效塑性铰长度。结果表明,XGBoost 模型可以准确可靠地预测塑性铰长度。全局解释表明,几何信息对塑性铰链长度的影响很大。剪跨比和边界元素钢体积比之间存在相当大的相互作用。此外,优化方程对合成数据和实验数据的预测精度都值得称赞,虽然略低于 XGBoost 模型的精度,但在一定范围内可以满足工程应用的要求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
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.
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