High performance concrete compressive strength forecasting using ensemble models based on discrete wavelet transform

被引:159
作者
Erdal, Halil Ibrahim [1 ]
Karakurt, Onur [2 ]
Namli, Ersin [3 ]
机构
[1] Turkish Cooperat & Coordinat Agcy TIKA, Ankara, Turkey
[2] Gazi Univ, Fac Engn, Dept Civil Engn, TR-06570 Ankara, Turkey
[3] Istanbul Univ, Fac Engn, Dept Ind Engn, TR-34320 Istanbul, Turkey
关键词
Artificial neural networks; Bagging (bootstrap aggregation); Discrete wavelet transform; Ensemble models; Gradient boosting; High performance concrete strength; ARTIFICIAL NEURAL-NETWORKS; SILICA FUME; PREDICTION; DESIGN;
D O I
10.1016/j.engappai.2012.10.014
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
This paper investigates the use of wavelet ensemble models for high performance concrete (HPC) compressive strength forecasting. More specifically, we incorporate bagging and gradient boosting methods in building artificial neural networks (ANN) ensembles (bagged artificial neural networks (BANN) and gradient boosted artificial neural networks (GBANN)), first. Coefficient of determination (R-2), mean absolute error (MAE) and the root mean squared error (RMSE) statics are used for performance evaluation of proposed predictive models. Empirical results show that ensemble models (R-BANN(2)=0.9278, R-GBANN(2)=0.9270) are superior to a conventional ANN model (R-ANN(2)=0.9088). Then, we use the coupling of discrete wavelet transform (DWT) and ANN ensembles for enhancing the prediction accuracy. The study concludes that DWT is an effective tool for increasing the accuracy of the ANN ensembles (R-WBANN(2)=0.9397. R-WGBANN(2)=0.9528). (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1246 / 1254
页数:9
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