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    Data-Driven Shear Capacity Prediction of Reinforced Concrete Deep Beams with an Uncertainty-Aware Model

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 001::page 04024076-1
    Author:
    Xiang-Yu Wang
    ,
    Peng-Bin Liang
    ,
    Shi-Zhi Chen
    ,
    Bi-Tao Wu
    DOI: 10.1061/AJRUA6.RUENG-1417
    Publisher: American Society of Civil Engineers
    Abstract: Data-driven approaches based on machine learning (ML) have become progressively popular for the shear capacity prediction of reinforced concrete (RC) deep beams because the fine-tuned ML models could mostly outperform the mechanics-driven models when approximating the hidden mapping relationship within the experimental data. However, the output of general ML models is barely a single determinate value prediction without a confidence interval, which is insufficient for engineering decision making. In such circumstances, an uncertainty-aware data-driven framework based on the artificial neural network (ANN) for predicting the shear capacity of RC deep beams is proposed. This framework can reasonably quantify both the aleatoric and epistemic uncertainties within its prediction. To validate its feasibility and compare it with existing approaches including empirical formulas and a representative ML algorithm, a comprehensive database comprising 214 experiment samples is adopted for investigation. The results indicate that this framework’s accuracy and robustness could dramatically outperform the mechanic-based prediction models, and its expectation prediction accuracy is also competitive, in contrast to the representative ML algorithm. In addition, the proposed framework could rationally estimate the uncertainties within its predictions, which is helpful and suggestive for the following decision making.
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      Data-Driven Shear Capacity Prediction of Reinforced Concrete Deep Beams with an Uncertainty-Aware Model

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    contributor authorXiang-Yu Wang
    contributor authorPeng-Bin Liang
    contributor authorShi-Zhi Chen
    contributor authorBi-Tao Wu
    date accessioned2025-04-20T10:14:29Z
    date available2025-04-20T10:14:29Z
    date copyright10/25/2024 12:00:00 AM
    date issued2025
    identifier otherAJRUA6.RUENG-1417.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304291
    description abstractData-driven approaches based on machine learning (ML) have become progressively popular for the shear capacity prediction of reinforced concrete (RC) deep beams because the fine-tuned ML models could mostly outperform the mechanics-driven models when approximating the hidden mapping relationship within the experimental data. However, the output of general ML models is barely a single determinate value prediction without a confidence interval, which is insufficient for engineering decision making. In such circumstances, an uncertainty-aware data-driven framework based on the artificial neural network (ANN) for predicting the shear capacity of RC deep beams is proposed. This framework can reasonably quantify both the aleatoric and epistemic uncertainties within its prediction. To validate its feasibility and compare it with existing approaches including empirical formulas and a representative ML algorithm, a comprehensive database comprising 214 experiment samples is adopted for investigation. The results indicate that this framework’s accuracy and robustness could dramatically outperform the mechanic-based prediction models, and its expectation prediction accuracy is also competitive, in contrast to the representative ML algorithm. In addition, the proposed framework could rationally estimate the uncertainties within its predictions, which is helpful and suggestive for the following decision making.
    publisherAmerican Society of Civil Engineers
    titleData-Driven Shear Capacity Prediction of Reinforced Concrete Deep Beams with an Uncertainty-Aware Model
    typeJournal Article
    journal volume11
    journal issue1
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.RUENG-1417
    journal fristpage04024076-1
    journal lastpage04024076-10
    page10
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 001
    contenttypeFulltext
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