A knowledge transfer enhanced ensemble approach to predict the shear capacity of reinforced concrete deep beams without stirrups

被引:9
|
作者
Pak, Hongrak [1 ]
Leach, Samuel [1 ]
Yoon, Seung Hyun [1 ]
Paal, Stephanie German [1 ,2 ]
机构
[1] Texas A&M Univ, Zachry Dept Civil & Environm Engn, College Stn, TX USA
[2] Texas A&M Univ, Zachry Dept Civil & Environm Engn, College Stn, TX 77843 USA
基金
美国国家科学基金会;
关键词
ARTIFICIAL NEURAL-NETWORKS; DAMAGE DETECTION; DESIGN PROCEDURE; STRENGTH; TESTS; SIZE; DATABASE; MACHINE; MEMBERS; MODELS;
D O I
10.1111/mice.12965
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper proposes a novel learning algorithm, the transfer ensemble neural network (TENN) model, to increase the performance of shear capacity predictions on small datasets, illuminating the usefulness of advanced machine learning techniques in general. By incorporating ensemble learning and transfer learning, the TENN model is designed to control the high variability inherent in machine learning models trained on small amounts of data. The novel TENN model is validated to predict the shear capacity of deep reinforced concrete (RC) beams without stirrups across varying data availability levels. Knowledge acquired through pretraining a model on slender RC beams is utilized for training a model to better predict the shear capacity of deep RC beams without stirrups. To evaluate the performance of the TENN model, three baseline models are developed and examined across multiple data availability levels. The novel TENN model outperforms the baseline models, particularly when trained on a very limited dataset. Furthermore, the proposed algorithm achieves a higher accuracy than the currently accepted design standards in accurately predicting deep RC beams' shear capacity and demonstrates the capabilities of the TENN model to extrapolate in other domains where large-scale or physical testing is cost-prohibitive.
引用
收藏
页码:1520 / 1535
页数:16
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