1. 1) 岡下勝彦，大南亮一，道場康二，山本晃久，冨松実，丹治康行，三木千壽：兵庫県南部地震による神戸港港湾幹線道路P75橋脚隅角部におけるき裂損傷の原因調査・検討，土木学会論文集，No. 591/I-43, pp. 243-261, 1998. [Okashita, K., Ohminami, R., Michiba, K., Yamamoto, A., Tomimatsu, M., Tanji, Y. and Miki, C.: Investigation of the brittle fracture at the corner of p75 rigid-frame pier in Kobe harbor highway during the Hyogoken-Nanbu earthquake, Transaction of the Japan Society of Civil Engineers, No. 591/I-43, pp. 243-261, 1998.]
2. 3) 芳崎一也，宇佐美勉，本間大介：大地震後の残留変位を抑制した鋼製橋脚の開発―ハイブリッド地震応答実験による検証―，構造工学論文集，Vol. 45A, pp. 1017-1026, 1999. [Yoshizaki, K., Usami, T. and Honma, D.: Pseudodynamic tests of steel bridge piers with purpose of reducing residual displacements, Journal of Structural Engineering, Vol. 45A, pp. 1017-1026, 1999.]
3. 4) 土木学会：2018年制定 鋼・合成標準示方書，耐震設計編，2018. [Japan Society of Civil Engineers: Developed in 2018 Standard Specifications for Steel & Composite, Taishinsekkei-Hen, 2018.]
4. 5) 加藤友哉，康瀾，葛漢彬：溶接接手の破壊メカニズムの解明に関する基礎的研究，土木学会論文集 A1, Vol. 71, No. 4, pp. I_363-I_375, 2015. [Kato, T., Kang, L. and Ge, H.: Fundamental study on fracture mechanism of single bevel groove welded steel joints, Transaction of the Japan Society of Civil Engineers, Vol. 71, No. 4, pp. 634-645, 2015.]
5. 6) 猪飼豊樹，葛漢彬：繰り返し荷重を受けるT型溶接接手の延性破壊シミュレーション手法の構築に関する研究，構造工学論文集，Vol. 64A, pp. 194-207, 2018. [Ikai, T. and Ge, H.: A study on developing ductile fracture simulation method for welded steel T-type joints subjected to cyclic loading, Journal of Structural Engineering, Vol. 64A, pp. 194-207, 2018.]