Author:
IMAMURA Toshinari,MURONO Yoshitaka,SHINODA Masahiro,KAWANISHI Tomohiro
Publisher
Railway Technical Research Institute
Reference13 articles.
1. 1) Watanabe, T., Tanimura, Y., Takiguti, M. and Sato, T., "Evaluation method of deformation capacity related to damage conditions for reinforced concrete members," Journal of Materials, Concrete Structures and Pavements, JSCE, No.683/V-52, pp.31-45, August 2001 (in Japanese).
2. 2) Hoshikuma, J., Unjoh, S., Kawashima, K. and Nagaya, K., "A ductility evaluation of flexural reinforced concrete columns based on loading history and plastic curvature," Journal of Structural Engineering, JSCE, Vol.44A, pp.877-888, March 1998 (in Japanese).
3. 3) Asazu, N., Unjoh, S., Hoshikuma, J. and Kondoh, M., "Plastic hinge length of reinforced concrete columns based on the buckling characteristics of longitudinal reinforcement," Journal of Structural Mechanics and Earthquake Engineering, JSCE, No.682/I-56, pp.177-194, July 2001 (in Japanese).
4. 4) Shirato, M., Kimura, Y. and Fukui, J., "A model with the swelling out of re-bar for cast in place pile and its application to estimate the effect of kinematic interaction on pile foundation," Journal of Structural Mechanics and Earthquake Engineering, JSCE, No.689/I-57, pp.153-172, October 2001 (in Japanese).
5. 5) Japan Ministry of Transportation, The seismic design standard for railway structures. Maruzen Print Co., Ltd., Tokyo, Japan, 1999 (in Japanese).
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