多元自适应回归样条
过度拟合
机器学习
克里金
人工智能
人工神经网络
计算机科学
支持向量机
替代模型
预测建模
高斯过程
线性回归
火星探测计划
数据挖掘
贝叶斯多元线性回归
高斯分布
物理
量子力学
天文
作者
Panagiotis G. Asteris,Athanasia D. Skentou,Abidhan Bardhan,Pijush Samui,Kypros Pilakoutas
标识
DOI:10.1016/j.cemconres.2021.106449
摘要
This study aims to implement a hybrid ensemble surrogate machine learning technique in predicting the compressive strength (CS) of concrete, an important parameter used for durability design and service life prediction of concrete structures in civil engineering projects. For this purpose, an experimental database consisting of 1030 records has been compiled from the machine learning repository of the University of California, Irvine. The database was used to train and validate four conventional machine learning (CML) models, namely Artificial Neural Network (ANN), Linear and Non-Linear Multivariate Adaptive Regression Splines (MARS-L and MARS-C), Gaussian Process Regression (GPR), and Minimax Probability Machine Regression (MPMR). Subsequently, the predicted outputs of CML models were combined and trained using ANN to construct the Hybrid Ensemble Model (HENSM). It is observed that the proposed HENSM produces higher predictive accuracy compared to the CML models used in the present study. The predictive performance of all models for CS prediction was compared using the testing dataset and it is found that the HENSM model attained the highest predictive accuracy in both phases. Based on the experimental results, the newly constructed HENSM model is very potential to be a new alternative in handling the overfitting issues of CML models and hence, can be used to predict the concrete CS, including the design of less polluting and more sustainable concrete constructions.
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