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    Interpretable XGBoost-SHAP Machine-Learning Model for Shear Strength Prediction of Squat RC Walls

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 011::page 04021173-1
    Author:
    De-Cheng Feng
    ,
    Wen-Jie Wang
    ,
    Sujith Mangalathu
    ,
    Ertugrul Taciroglu
    DOI: 10.1061/(ASCE)ST.1943-541X.0003115
    Publisher: ASCE
    Abstract: RC shear walls are commonly used as lateral load-resisting elements in seismic regions, and the estimation of their shear strengths can become simultaneously design-critical and complex when they have so-called squat geometries, i.e., height-to-length ratios less than two. This paper presents a study on the training and interpretation of an advanced machine-learning model that strategically combines two algorithms for the said purpose. To train the model, a comprehensive shear strength database of 434 samples of squat RC walls is utilized. First, the eXtreme Gradient Boosting (XGBoost) algorithm is used to establish a predictive model for estimating the shear strength, wherein 70% and 30% of the data are respectively used for training and validation. This effort resulted in an approximately 97% validation accuracy, which well exceeds current mechanics-based/semiempirical models. Second, the SHapley Additive exPlanations (SHAP) algorithm is used to estimate the relative importance of the factors affecting XGBoost’s shear strength estimates. This step thus enabled physical and quantitative interpretations of the input-output dependencies, which are nominally hidden in conventional machine-learning approaches. Through this setup, several squat wall attributes are identified as being critical in shear strength estimates.
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      Interpretable XGBoost-SHAP Machine-Learning Model for Shear Strength Prediction of Squat RC Walls

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4272758
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    contributor authorDe-Cheng Feng
    contributor authorWen-Jie Wang
    contributor authorSujith Mangalathu
    contributor authorErtugrul Taciroglu
    date accessioned2022-02-01T22:10:14Z
    date available2022-02-01T22:10:14Z
    date issued11/1/2021
    identifier other%28ASCE%29ST.1943-541X.0003115.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272758
    description abstractRC shear walls are commonly used as lateral load-resisting elements in seismic regions, and the estimation of their shear strengths can become simultaneously design-critical and complex when they have so-called squat geometries, i.e., height-to-length ratios less than two. This paper presents a study on the training and interpretation of an advanced machine-learning model that strategically combines two algorithms for the said purpose. To train the model, a comprehensive shear strength database of 434 samples of squat RC walls is utilized. First, the eXtreme Gradient Boosting (XGBoost) algorithm is used to establish a predictive model for estimating the shear strength, wherein 70% and 30% of the data are respectively used for training and validation. This effort resulted in an approximately 97% validation accuracy, which well exceeds current mechanics-based/semiempirical models. Second, the SHapley Additive exPlanations (SHAP) algorithm is used to estimate the relative importance of the factors affecting XGBoost’s shear strength estimates. This step thus enabled physical and quantitative interpretations of the input-output dependencies, which are nominally hidden in conventional machine-learning approaches. Through this setup, several squat wall attributes are identified as being critical in shear strength estimates.
    publisherASCE
    titleInterpretable XGBoost-SHAP Machine-Learning Model for Shear Strength Prediction of Squat RC Walls
    typeJournal Paper
    journal volume147
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003115
    journal fristpage04021173-1
    journal lastpage04021173-13
    page13
    treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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