用橡胶碱活性混凝土填充钢管的数据驱动轴向承载力分析

IF 2.1 4区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Chang Zhou, Xiao Tan, Yuzhou Zheng, Yuan Wang, Soroush Mahjoubi
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引用次数: 0

摘要

本研究旨在采用机器学习算法分析橡胶碱活性混凝土填充钢管的轴向承载力。数据集包含 327 个合成实例和 7 个输入特征,用于训练和测试 6 种机器学习模型,包括决策树、随机森林、极随机化树、自适应提升、梯度提升决策树(GBDT)和极梯度提升树(XGBoost)。采用 SHapley Additive exPlanation 算法来阐明机器学习模型的预测过程,并分析各参数对轴向承载力的影响。评估指标的比较表明,当 GBDT 和 XGBoost 模型的决定系数值超过 0.98 且平均绝对百分比误差保持在 3% 以下时,其准确性和泛化能力最高。此外,机器学习模型的解释分析表明,截面直径/宽度、橡胶含量、屈服强度和钢管厚度是影响轴向承载力的关键变量,而碱活性混凝土抗压强度、试件高度和截面形状的影响可以忽略不计。此外,GBDT 模型过于强调试件高度的影响,可能会导致对较小高度试件的预测过于保守。最后,碱活性混凝土的抗压强度、钢管的直径/宽度、厚度和屈服强度与轴向承载力呈正相关,而碱活性混凝土中橡胶含量的增加会导致承载力下降。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Data-driven axial bearing capacity analysis of steel tubes infilled with rubberized alkali-activated concrete
This study aims to employ machine learning algorithms to analyze the axial bearing capacity of rubberized alkali-activated concrete filled steel tubes. A dataset encompassing 327 synthesized instances and seven input features is adopted for training and testing six machine learning models, including Decision Tree, Random Forest, Extremely Randomized Trees, Adaptive Boosting, Gradient Boosting Decision Trees (GBDT), and eXtreme Gradient Boosting Trees (XGBoost). The SHapley Additive exPlanation algorithm is employed to elucidate the prediction process of machine learning models and to analyze the influence of each parameter on axial bearing capacity. Comparison of evaluating metrics shows that GBDT and XGBoost models achieve highest accuracy and generalization capabilities when their Coefficient of Determination values surpassing 0.98 and Mean Absolute Percent Error remaining below 3%. Moreover, the explanation analysis of machine learning models reveals that diameter/width of the cross section, rubber content, yielding strength and thickness of steel tubes are critical variables that affect the axial bearing capacity, while compressive strength of alkali-activated concrete, specimen height, and shape of cross section show negligible impact. Besides, GBDT model overemphasizes the effect of specimen height and might lead a conservative prediction for specimens with smaller heights. Finally, compressive strength of alkali-activated concrete and diameter/width, thickness, and yielding strength of steel tubes are positively correlated with axial bearing capacity, and the increase of rubber content in alkali-activated concrete leads to the decrease of capacity.
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来源期刊
Advances in Structural Engineering
Advances in Structural Engineering 工程技术-工程:土木
CiteScore
5.00
自引率
11.50%
发文量
230
审稿时长
2.3 months
期刊介绍: Advances in Structural Engineering was established in 1997 and has become one of the major peer-reviewed journals in the field of structural engineering. To better fulfil the mission of the journal, we have recently decided to launch two new features for the journal: (a) invited review papers providing an in-depth exposition of a topic of significant current interest; (b) short papers reporting truly new technologies in structural engineering.
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