DocumentCode
2363788
Title
Assessment of deteriorating reinforced concrete structures using artificial neural networks
Author
Yasuda, N. ; Tsutsumi, T. ; Kawamura, T. ; Matsuho, S. ; Shiraki, W.
Author_Institution
Tokyo Electric Power Co., Japan
fYear
1993
fDate
25-28 Apr 1993
Firstpage
581
Lastpage
586
Abstract
An artificial neural network was used to assess deteriorating reinforced concrete (RC) structures using periodical inspection data for thermal power plants along the coast of Tokyo Bay arranged by the Tokyo Electric Power Company. In the analysis, the focus is on chloride-induced corrosion damage of RC structures. 13 input variables such as crack width, crack direction, number of cracks, etc. were selected as the inputs to the artificial neural network, and four output variables were chosen as the desired damage levels. Using a successfully trained neural network, a sensitivity analysis determines the influence of a change in each variable such as maximum crack width, area of peeling-off of concrete, exposure of reinforcement, etc., on the damage level
Keywords
civil engineering computing; concrete; construction industry; cracks; fibre reinforced composites; neural nets; stress corrosion cracking; Tokyo Bay; Tokyo Electric Power Company; artificial neural networks; chloride-induced corrosion damage; crack direction; crack width; deteriorating reinforced concrete structures; periodical inspection data; sensitivity analysis; thermal power plants; Artificial neural networks; Biological neural networks; Concrete; Corrosion; Input variables; Inspection; Neurons; Power generation; Sensitivity analysis; Space technology;
fLanguage
English
Publisher
ieee
Conference_Titel
Uncertainty Modeling and Analysis, 1993. Proceedings., Second International Symposium on
Conference_Location
College Park, MD
Print_ISBN
0-8186-3850-8
Type
conf
DOI
10.1109/ISUMA.1993.366711
Filename
366711
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