1. The Japan Welding Engineering Society, 2003. Method of Assessing Brittle Fracture in Steel Weldments Subjected to Large Cyclic and Dynamic Strain, WES 2808. (in Japanese)
2. The Japan Welding Engineering Society, Iron and Steel division, APD committee, 1996. Strength and Fracture Toughness of Welded Connection of Steel Structure for Buildings Subjected to Large-Scale Cyclic Deformation (Interim Report III), JWES-IS-9603. (in Japanese)
3. Hidaka, S., Nakagomi, T., Yamada, T. and Oobayashi, I., 1995. Experimental Study on Fracture Behavior of Welded Connection and Deterioration of Mechanical Properties, Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, No222166-22168. (in Japanese).
4. Toyosada, M., Fujii, E., Nohara, K., Kawaguchi, Y., Arimochi K. and Isaka, K., 1987. The Effect of Strain Rate in Critical CTOD and J Integral, Transactions of The Society of naval Architects of Japan, 161, 343-356. (in Japanese)
5. The Japan Welding Engineering Society, Iron and Steel division, 1997. Seismic Damage of Steel Structure for Buildings and Seminar of steels (12th Meeting for Structural Steel for Welding), JWES-IS-9701, 101-124, 159-192. (in Japanese)