SHEAR STRENGTH PREDICTION FOR RC BEAMS WITHOUT SHEAR REINFORCEMENT BY NEURAL NETWORK INCORPORATED WITH MECHANICAL INTERPRETATIONS
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- KOSHIMIZU Ryosuke
- コニカミノルタ株式会社 生産・調達本部 生産技術統括部
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- OZAKI Mitsuhiko
- 早稲田大学大学院 創造理工学研究科建設工学専攻
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- SATO Yasuhiko
- 早稲田大学 創造理工学部社会環境工学科
Bibliographic Information
- Other Title
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- 力学的解釈を組合せたニューラルネットワークによるせん断補強筋を持たないRCはりのせん断耐力予測
Abstract
<p> In this study, a shear strength prediction AI model was developed for RC beams without shear reinforcements. The AI model is a neural network model which contains explanatory variables derived from mechanical interpretation such as the neutral axis and also variables on details of tensile reinforcing bars. The AI model can predict experimental results which contains wide range of shear span to effective depth ratio with high accuracy rather than a conventional neural network model and empirical shear strength equations. The AI model can apply to new data set without dependence on the train data. Furthermore, the AI model, in which Young’s modulus of the FRP reinforcements was taken into consideration in explanatory variables, can predict shear strengths of concrete beams reinforced with FRP reinforcements correctly.</p>
Journal
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- Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures)
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Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures) 78 (1), 46-61, 2022
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390854107986919808
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- NII Article ID
- 130008162064
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- ISSN
- 21856567
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed