1. Kawase, H. (1998) “Amplification process of strong motion neighborhood of fault by underground mechanics and structure destruction capability.” Proc. Information packet of Panel discussion, 10th Japan earthquake engineering symposium, Japan, pp. 45–50 (in Japanese).
2. Kuwamura, H. and Yamamoto, K. (1997). “Ductile Crack as trigger of brittle fracture in steel.” Journal of Structural Engineering, ASCE, pp. 729–735.
3. McClintock, F. A. (1969). “A criterion for ductile fracture by the growth of holes.” Journal of Apple. Mech, 363–371.
4. Miki, C., Sasaki, E., Kyuba, H. and Takenoi, I. (2000). ”Deterioration of fracture toughness of steel by effect of tensile and compressive prestrain.” Journal of Structural Mechanics and Earthquake Engineering, Japan Society of Civil Engineering, No. 640/I-50, pp. 165–175 (inJapanese).
5. Okashita, K., Ohminami, R., Michiba, K., Yamamoto, A., Tomimatsu, M., Tanji, Y., and Miki, C. (1998) ”Investigation of the brittle fracture at the corner of P75 rigid-frame pier in Kobe harbor highway during the Hyogoken-Nanbu Earthquake.” Journal of Structural Mechanics and Earthquake Engineering, Japan Society of Civil Engineering, No. 591/I-43, pp. 243–261 (in Japanese).