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アイテム

  1. 研究者名(五十音順)
  2. 髙瀬 裕也(TAKASE Yuya)
  1. 学術雑誌論文

Prediction accuracy of Random Forest, XGBoost, LightGBM, and artificial neural network for shear resistance of post-installed anchors

http://hdl.handle.net/10258/0002000163
http://hdl.handle.net/10258/0002000163
3c9d99b4-2d83-4681-93ac-bacb418d15df
名前 / ファイル ライセンス アクション
Machine_learning_231106.pdf Machine_learning_231106.pdf (2.7 MB)
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アイテムタイプ 学術雑誌論文 / Journal Article.(1)
公開日 2023-12-21
書誌情報 en : Structures

巻 50, p. 1252-1263, ページ数 12, 発行日 2023-04
タイトル
タイトル Prediction accuracy of Random Forest, XGBoost, LightGBM, and artificial neural network for shear resistance of post-installed anchors
言語 en
言語
言語 eng
キーワード
言語 en
主題Scheme Other
主題 Post installed anchor
キーワード
言語 en
主題Scheme Other
主題 Post installed reinforcing bar
キーワード
言語 en
主題Scheme Other
主題 Machine learning
キーワード
言語 en
主題Scheme Other
主題 Mechanical behavior
キーワード
言語 en
主題Scheme Other
主題 Dowel action
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
資源タイプ journal article
アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
著者 Suenaga D.

× Suenaga D.

en Suenaga D.

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髙瀬, 裕也

× 髙瀬, 裕也

en Takase Y.

ja 髙瀬, 裕也


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Abe T.

× Abe T.

en Abe T.

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Orita G.

× Orita G.

en Orita G.

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Ando S.

× Ando S.

en Ando S.

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抄録
内容記述タイプ Abstract
内容記述 P ost installed anchors and reinforcing bars are used to connect equipment or to fasten
strengthening members to re i nforced concrete ( structures For safety reasons , a ppropriate struc-
tural design is critical . Recently, artificial intelligence (AI) and machine learning (ML) have been
applied in various fields. According to previous studies , the bending strength of the RC beam and the
bond strength of the surface can be predicted using ML. In this study, the mechanical behavior of
post installed anchor s s ubjected to shear force were predicted using ML. F our algorithms were ap-
plied in this study : R andom F orest (RF), XG B oost (XB), L ightGBM (LG), and an a rtificial neural
network ( A NN). Moreover, the authors’ previous test results were used for the ML and testing . The
number of specimens was t hirty two . The test parameters were the concrete compressive strength f c ,
diameter of the anchor bolt d d , type of adhesive, and tensile ratio r N . The values for f c and d d were set
at 13.0 35.5 N/mm 2 and 1 3 25 mm, respectively. In this study, o ne epoxy adhesive and three cement
based adhesive s were used . r N , which is the ratio o f the tensile stress to yield strength of the anchor
bolt, was set to 0, 0.33, and 0.66. Consequently , the four algorithms could accurately predict the me-
chanical behavior of the specimen when the parameters were within or close to the training data.
However, the prediction agreements of RF, XB, and LG were not good for the behavior of specimen s
whose parameters were not included i n the training data. Nevertheless , the A NN was able to rea-
sonably predict the behavior of the se case s I t was concluded that the four algorithms can make good
predictions when the parameters are within or close to the training data. However, when parameters
outside the training data were used , the A NN was the best of the four algorithms used in this study
言語 en
出版者版へのリンク
言語 en
URL https://doi.org/10.1016/j.istruc.2023.02.066
DOI
関連タイプ isVersionOf
識別子タイプ DOI
関連識別子 10.1016/j.istruc.2023.02.066
ISSN
収録物識別子タイプ EISSN
収録物識別子 23520124
権利
権利情報 © 2023 Institution of Structural Engineers
言語 en
著者版フラグ
出版タイプ AM
出版タイプResource http://purl.org/coar/version/c_ab4af688f83e57aa
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