1. 1) Architectural Institute of Japan (AIJ) : Recommendation for Design of Connections in Steel Structures, Maruzen, 2012 (in Japanese)
日本建築学会 : 鋼構造接合部設計指針, 丸善出版社, 2012
2. 2) The Building Center of Japan (BCJ) : Tekkotu haritan yousetu no zeiseiteki hadanboushi guideline do-kaisetsu (Guideline and Manual on Prevention of Brittle Fracture for Beam-end Welded Connections in Steel Structures), 2006 (in Japanese)
日本建築センター : 鉄骨梁端溶接接合部の脆性的破断防止ガイドライン・同解説, 2006.6
3. 3) AIJ : AIJ Recommendation for Fire Resistant Design of Steel Structures, Maruzen, 2017 (in Japanese)
日本建築学会 : 鋼構造耐火設計指針, 丸善出版社, 2017
4. 4) Miyasaka, T., Kohno, M. et al. : Tensile Coupon Tests at Elevated Temperatures of Welded Steel for Building Use, Summaries of Technical Papers of Annual Meeting, AIJ, Fire Safety, pp. 205-206, 2014.9 (in Japanese)
宮坂輝由, 河野守, ほか3名 : 建築構造用鋼材溶接接合部の高温引張試験, 日本建築学会大会学術講演梗概集, 防火, pp. 205-206, 2014.9
5. 5) Kawasaki, Y. and Ozaki, F. : Tensile Test of Steel Welded Connections at High Temperature, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 732, pp. 291-298, 2017.2 (in Japanese)
川崎有貴, 尾崎文宣 : 鋼構造溶接接合部の高温引張実験, 日本建築学会構造系論文集, 第732号, pp. 291-298, 2017.2