摘要:
装配式建筑结构因其节能环保、质量可控及施工高效快捷等优点在土木工程中得到了广泛应用。作为装配式建筑结构的核心受力构件,预制钢筋混凝土板(PC板)易受燃气爆炸、工业爆炸与恐怖袭击等威胁。为了准确评估PC板在爆炸作用下的损伤状态、提升结构抗爆能力和降低人员伤亡风险,本文通过构建PC板爆炸响应数据集,选取6项几何结构参数与2项爆炸荷载参数作为输入特征,采用三种不同的机器学习算法(GPR、RF和XGBoost)对PC板最大位移进行预测,采用均方根误差(RMSE)、决定系数(R2)、平均绝对误差(MAE)、散射系数(SI)及综合性能目标函数值(OBJ)五项回归评价指标对三种模型的预测精度进行对比分析;并提出基于支座转角损伤准则的损伤分类评估模型,利用混淆矩阵与五项分类指标(准确率、精确率、召回率、F1分数和Kappa系数)分析三种准则下模型的性能差异,并与简化后的模型及经验预测方法进行对比。结果表明:在最大位移预测方面,三种机器学习模型中表现最佳的为XGBoost模型,其拟合性优于GPR和RF模型且综合性能最优越;在损伤分类预测方面,基于准则Ⅱ的XGBoost损伤分类模型性能最优,损伤识别准确率达92.5%,显示出其高效的损伤类型识别能力。基于XGBoost算法的爆炸作用下PC板损伤分类评估模型具有强大的性能,对结构抗爆和爆后快速损伤评定具有参考价值。
Abstract:
Prefabricated building structures have been widely applied in civil engineering due to their advantages of energy conservation, environmental protection, controllable quality, and efficient construction. As the core load-bearing components of prefabricated building structures, precast reinforced concrete slabs (PC slabs) are vulnerable to threats from gas explosions, industrial explosions, and terrorist attacks. To accurately assess the damage state of PC slabs under explosion, enhance structural blast resistance, and reduce casualties, this paper constructs an explosion response dataset of PC slabs. Six geometric parameters (slab thickness, span, reinforcement ratio, etc.) and two explosion load parameters (peak pressure, impulse) are selected as input features. Three machine learning algorithms (GPR, RF, and XGBoost) are used to predict the maximum displacement of PC slabs, and their prediction accuracies are compared by Mean Absolute Error (<italic>RMSE</italic>),Coefficient of Determination(<italic>R²</italic>), Mean Absolute Percentage Error(<italic>MAE</italic>), Scattering Index(<italic>SI</italic>), and Comprehensive Performance ObjectiveFunction(<italic>OBJ</italic>). Furthermore, a damage classification evaluation model based on the support rotation angle damage criterion is proposed. The performance differences of the model under three criteria are analyzed by confusion matrix and five classification indices (<italic>Accuracy</italic>, <italic>Precision</italic>, <italic>Rrecall</italic>, <italic>F1-score</italic>, and Kappa coefficient), and compared with simplified models and empirical prediction methods. The research results indicate that in terms of maximum displacement prediction for PC slabs under explosion loads, the XGBoost model demonstrates the best performance among the three machine learning models(GPR、RF and XGBoost). Specifically, its fitting degree is superior to that of GPR and RF models, and it shows the most outstanding comprehensive performance, with a damage recognition accuracy of 92.5 %, which fully demonstrates its high-efficiency in identifying different damage types. The XGBoost-based damage classification evaluation model for PC slabs under explosion loads exhibits strong performance, providing important references for structural blast resistance design and rapid post-blast damage assessment.