Art

J-GLOBAL ID：201902223321871727   Reference number：19A0918471

Quantitative Deterioration Assessment of Road Bridge Decks Based on Site Inspected Cracks

現場検査亀裂に基づく道路橋床版の定量的劣化評価【JST・京大機械翻訳】

Author (4)： Fathalla Eissa (Department of Civil Engineering, The University of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan) ,  Tanaka Yasushi (Department of Civil and Environmental Engineering, Kanazawa Institute of Technology, 7-1 Nonoichi 921-8501, Japan) ,  Maekawa Koichi (Institute of Advanced Sciences, Yokohama National University, 79-1 Tokiwadai, Hodogaya, Yokohama 240-8501, Japan) ,  Sakurai Akito (Institute of Advanced Sciences, Yokohama National University, 79-1 Tokiwadai, Hodogaya, Yokohama 240-8501, Japan)
Material： Applied Sciences (Web)
Volume： 8  Issue： 7  Page： 1197  Publication year： 2018 
JST Material Number： U7135A  ISSN： 2076-3417  Document type： Article
Article type： 原著論文  Country of issue： Switzerland (CHE)  Language： ENGLISH (EN)

Abstract/Point： By integrating a multi-scale s...

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Thesaurus term： neuron ,  *crack ,  *bridge deck ,  neural network (biomodel) ,  fatigue life ,  reinforced concrete ,  simulation ,  high speed ,  *road ,  forecast ,  Machine Learning ,  deck ,  magnitude ,  prediction accuracy
Semi thesaurus term： マルチスケール , 【Automatic Indexing@JST】

Author keywords (5)： artificial intelligence ,  data assimilation ,  fatigue ,  bridge decks ,  pseudo-cracking

JST classification (2)： Photogrammetry,aerial photograph  (RC02040D) ,  Natural disasters  (RA02030M)

Reference (34)：

• NEXCO-Japan. Regarding Large-Scale Renewal and Large-Scale Repair on the Expressway Managed by Eastern, Central and West Japan Expressway Co., Ltd. 2014. Available online: https://www.c-nexco.co.jp/koushin/pdf/about.pdf (accessed on 17 May 2018). Japan Society of Civil Engineers. Standard Specifications for Concrete Structures-2017 “Maintenance”; JSCE Guidelines for Concrete; Japan Society of Civil Engineers: Tokyo, Japan, 2007.
• Maekawa, K.; Pimanmas, A.; Okamura, H. Nonlinear Mechanics of Reinforced Concrete; Spon Press: London, UK, 2003.
• Maekawa, K.; Ishida, T.; Kishi, T. Multi-Scale Modeling of Structural Concrete; Taylor & Francis: London, UK, 2009.
• Maekawa, K.; Toongoenthong, T.; Gebreyouhannes, E.; Kishi, T. Direct path-integral scheme for fatigue simulation of reinforced concrete in shear. J. Adv. Concr. Technol. 2006, 4, 159-177.
• Fujiyama, C.; Tang, X.J.; Maekawa, K.; An, X. Pseudo-cracking approach to fatigue life assessment of RC bridge decks in service. J. Adv. Concr. Technol. 2013, 11, 7-21.

Terms in the title (7)： 現場 ,  検査 ,  亀裂 ,  道路 ,  橋床版 ,  定量 ,  評価