NQPSO-SLFN: A Q-Learning enhanced PSO framework with neighborhood rough sets for failure mode recognition of reinforced concrete columns

IF 9.9 1区 工程技术 Q1 COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE
Jiyuan Jiang , Liangdong Qu
{"title":"NQPSO-SLFN: A Q-Learning enhanced PSO framework with neighborhood rough sets for failure mode recognition of reinforced concrete columns","authors":"Jiyuan Jiang ,&nbsp;Liangdong Qu","doi":"10.1016/j.aei.2025.103940","DOIUrl":null,"url":null,"abstract":"<div><div>To address the challenges of data heterogeneity and incompleteness in reinforced concrete (RC) column failure mode prediction, this study proposes a novel Q-learning-enhanced particle swarm optimization (PSO) algorithm integrated with neighborhood rough set theory, termed NQPSO. A single-hidden layer feedforward neural network (SLFN) is employed as the classifier, resulting in a unified framework: NQPSO-SLFN. Firstly, a neighborhood construction scheme is designed to effectively handle incomplete datasets with mixed-type attributes. Secondly, Q-learning is incorporated to dynamically adjust the PSO parameters, thereby improving the algorithm’s convergence behavior. Thirdly, the particle encoding scheme of PSO is redesigned, and a new fitness function is formulated, which jointly considers relevance, redundancy, and interaction among features, as well as classification accuracy. The proposed NQPSO algorithm was validated on several UCI benchmark datasets, where it demonstrated superior feature selection capability. Subsequently, comparative experiments were conducted on a real-world RC column failure mode dataset. The NQPSO-SLFN framework significantly outperforms machine learning methods such as SVM, RF, CatBoost, and GNN, achieving an accuracy of 0.9394, an F1-score of 0.9195, and a kappa of 0.8929. Furthermore, additional experiments were performed to assess the model’s performance using individual features, all features, and the selected feature subset. Results indicate that individual features yield poor performance, while using all features offers a moderate improvement. The selected feature subset delivers the best classification performance, thereby confirming the effectiveness of the proposed feature selection strategy in enhancing accuracy while reducing dimensionality. Overall, the findings underscore the practical applicability and robustness of the proposed NQPSO-SLFN framework in structural engineering tasks involving complex and incomplete data.</div></div>","PeriodicalId":50941,"journal":{"name":"Advanced Engineering Informatics","volume":"69 ","pages":"Article 103940"},"PeriodicalIF":9.9000,"publicationDate":"2025-10-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Advanced Engineering Informatics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S147403462500833X","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE","Score":null,"Total":0}
引用次数: 0

Abstract

To address the challenges of data heterogeneity and incompleteness in reinforced concrete (RC) column failure mode prediction, this study proposes a novel Q-learning-enhanced particle swarm optimization (PSO) algorithm integrated with neighborhood rough set theory, termed NQPSO. A single-hidden layer feedforward neural network (SLFN) is employed as the classifier, resulting in a unified framework: NQPSO-SLFN. Firstly, a neighborhood construction scheme is designed to effectively handle incomplete datasets with mixed-type attributes. Secondly, Q-learning is incorporated to dynamically adjust the PSO parameters, thereby improving the algorithm’s convergence behavior. Thirdly, the particle encoding scheme of PSO is redesigned, and a new fitness function is formulated, which jointly considers relevance, redundancy, and interaction among features, as well as classification accuracy. The proposed NQPSO algorithm was validated on several UCI benchmark datasets, where it demonstrated superior feature selection capability. Subsequently, comparative experiments were conducted on a real-world RC column failure mode dataset. The NQPSO-SLFN framework significantly outperforms machine learning methods such as SVM, RF, CatBoost, and GNN, achieving an accuracy of 0.9394, an F1-score of 0.9195, and a kappa of 0.8929. Furthermore, additional experiments were performed to assess the model’s performance using individual features, all features, and the selected feature subset. Results indicate that individual features yield poor performance, while using all features offers a moderate improvement. The selected feature subset delivers the best classification performance, thereby confirming the effectiveness of the proposed feature selection strategy in enhancing accuracy while reducing dimensionality. Overall, the findings underscore the practical applicability and robustness of the proposed NQPSO-SLFN framework in structural engineering tasks involving complex and incomplete data.
NQPSO-SLFN:一种基于邻域粗糙集的Q-Learning改进PSO框架,用于钢筋混凝土柱的失效模式识别
为了解决钢筋混凝土柱破坏模式预测中数据异质性和不完整性的问题,本研究提出了一种结合邻域粗糙集理论的基于q学习的粒子群优化算法(PSO),称为NQPSO。采用单隐层前馈神经网络(SLFN)作为分类器,形成统一的框架:NQPSO-SLFN。首先,设计邻域构建方案,有效处理混合类型属性的不完整数据集;其次,引入Q-learning对粒子群参数进行动态调整,提高了算法的收敛性;再次,对粒子群算法的粒子编码方案进行了重新设计,提出了一种新的适应度函数,该函数综合考虑了特征之间的相关性、冗余性、交互性以及分类精度。在多个UCI基准数据集上验证了所提出的NQPSO算法,结果表明该算法具有较好的特征选择能力。随后,在真实RC柱破坏模式数据集上进行了对比试验。NQPSO-SLFN框架显著优于SVM、RF、CatBoost和GNN等机器学习方法,准确率为0.9394,f1得分为0.9195,kappa为0.8929。此外,还进行了其他实验,以使用单个特征、所有特征和选定的特征子集来评估模型的性能。结果表明,单个特征产生较差的性能,而使用所有特征提供适度的改进。所选择的特征子集具有最佳的分类性能,从而验证了所提出的特征选择策略在降低维数的同时提高准确率的有效性。总的来说,研究结果强调了NQPSO-SLFN框架在涉及复杂和不完整数据的结构工程任务中的实用性和稳健性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Advanced Engineering Informatics
Advanced Engineering Informatics 工程技术-工程:综合
CiteScore
12.40
自引率
18.20%
发文量
292
审稿时长
45 days
期刊介绍: Advanced Engineering Informatics is an international Journal that solicits research papers with an emphasis on 'knowledge' and 'engineering applications'. The Journal seeks original papers that report progress in applying methods of engineering informatics. These papers should have engineering relevance and help provide a scientific base for more reliable, spontaneous, and creative engineering decision-making. Additionally, papers should demonstrate the science of supporting knowledge-intensive engineering tasks and validate the generality, power, and scalability of new methods through rigorous evaluation, preferably both qualitatively and quantitatively. Abstracting and indexing for Advanced Engineering Informatics include Science Citation Index Expanded, Scopus and INSPEC.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信