1. 1) 西川和廣，村越潤，高橋実，岡本隆，池田茂，森下泰光：鋼製ラーメン橋脚の耐力と変形性能に関する実験的研究，構造工学論文集，Vol. 45A, pp. 235-244, 1999. [Nishikawa, K., Murakoshi, J., Takahashi, M., Okamoto, T., Ikeda, S. and Morishita, Y.: Experimental study on strength and ductility of steel portal frame bridge pier, Journal of Structural Engineering, JSCE, Vol. 45A, pp. 235-244, 1999.]
2. 2) 森下泰光，高久達将，青木徹彦，福本唀士，岡本隆，松井鋭一：中間はりを有する鋼製ラーメン橋脚の耐荷力と変形性能，構造工学論文集，Vol. 46A, pp. 831-840, 2000. [Morishita, Y., Takahisa, T., Aoki, T., Fukumoto, Y., Okamoto, T. and Matsui E.: Experimental study on strength and ductility of a rigid-frame steel pier with intermediate cross beam, Journal of Structural Engineering, JSCE, Vol. 46A, pp. 831-840, 2000.]
3. 3) 永田和寿，渡邊英一，杉浦邦征，足立幸郎，陵城成樹：面内水平力を受ける鋼製ラーメン橋脚の崩壊過程，構造工学論文集，Vol. 49A, pp. 427-434, 2003. [Nagata, K., Watanabe, E., Sugiura, K., Adachi, Y. and Okashiro, S.: Collapse processes of steel rigid-frame piers subjected to in-plate horizontal loads, Journal of Structural Engineering, JSCE, Vol. 49A, pp. 427-434, 2003.]
4. 4) 石原靖弘，小林剛，皆田理，西村宣男：地震被害を受けた高力ボルト摩擦接合継手の特性調査と繰り返しすべり実験，土木学会論文集，745巻 65号，pp. 53-64, 2003. [Ishihara, Y., Kobayashi, T., Minata, O. and Nishimura, N.: Characteristic investigation and cyclic slip experiment of HSFG bolted joints which were damaged by earthquake, Journal of Japan Society of Civil Engineers, Vol. 745, Issue 65, pp. 53-64, 2003.]
5. 5) 久米健一，吹田啓一郎：高力ボルト摩擦接合部の繰り返し載荷実験を反映した履歴モデルによる検討，日本建築学会構造系論文集，76巻 667号，pp. 1713-1720, 2011. [Kume, K. and Suita, K.: Seismic response analysis considering hysteresis characteristic of high strength bolt connection obtained from loading test, J. Struct. Constr. Eng., AIJ, Vol. 76, Issue 667, pp. 1713-1720, 2011.]