1. 1) Chénier, J. O., Komljenovic, D., Gocevski, V., Picard, S. and Chrétien, G., (2012). “An approach regarding aging management program for concrete containment structure at the gentilly-2 nuclear power plant.” 33rd Annual Conference of the Canadian Nuclear Society and 36th Annual CNS/CNA Student Conference, 10-13 June 2012, Saskatchwan, Canada.
2. 2) Hirose, M., Maeda, T., Matsuda, K., Yokota, M., Hattori, A. and Miyaawa, T., (2012). “Establishment of the criterion in non-destructive test method for fracture of reinforcing steel bar by measuring magnetic flux density.” Journal of Structural Engineering A, 58A, 867-878. (in Japanese)
3. 3) Japan Association for Building Research Promotion, (2006). “Report of the investigative commission for soundness evaluation and maintenance method of reinforced concrete structures on Alkali aggregate reaction.” (in Japanese)
4. 4) Kobayashi, K., (1986). “Load carrying capacity of the members and structures affected by alkali silica reaction–beam member.” Concrete Technology, 24(11), 70-78. (in Japanese)
5. 5) Kobayashi, K., Maru, A. and Tatematsu, H., (1991). “Series, diagnosis of concrete structure durability No. 2, Diagnosis of alkali aggregate reaction.” Morikita Publishing, 42-41. (in Japanese)