1. 1) 青木徹彦,福本唀士:小口径電縫鋼管の統計的材料強度特性と残留応力分布の評価,土木学会論文報告集,No. 314, pp. 39-51, 1981. [Aoki, T. and Fukumoto, Y.: Stochastic material properties and estimate of residual stresses of cold-formed-welded steel tubular members with small diameter, Proceedings of the Japan Society of Civil Engineers, No. 314, pp. 39-51, 1981.]
2. 2) 西村宣男,竹内修治,村上茂之,讃井一将:電縫鋼管の製造工程における降伏応力の変化と残留応力,鋼構造論文集,Vol. 4, No. 13, pp. 53-62, 1997. [Nishimura, N., Takeuchi, S., Murakami, S. and Sanui, K.: The effect manufacturing processes on residual stress and yield stress of ERW pipes, Steel Construction Engineering, Vol. 4, No. 13, pp. 53-62, 1997.]
3. 3) 加藤勉,青木博文:電気抵抗溶接鋼管のひずみ履歴と残留応力,日本建築学会論文報告集,第230号,pp. 43-51, 1975. [Kato, B. and Aoki, H.: Plastic strain history and locked in stress induced by cold forming of electric resistance welded steel tubes, Transactions of the Architectural Institute of Japan, Vol. 230, pp. 43-51, 1975.]
4. 4) 後藤芳顯,王慶雲,高橋宣男,小畑誠:繰り返し荷重下の鋼製橋脚の有限要素法による解析と材料構成則,土木学会論文集,No. 591/I-43, pp. 189-206, 1998. [Goto, Y., Wang, Q., Takahashi, N. and Obata, M.: Three surface cyclic plasticity model for FEM analysis of steel bridge piers subjected to seismic loading, Journal of JSCE, No. 591/I-43, pp. 189-206, 1998.]
5. 5) 後藤芳顯,江坤生,小畑誠:2 方向繰り返し載荷を受ける薄肉円形断面鋼製橋脚柱の履歴特性,土木学会論文集,No. 780/I-70, pp. 181-198, 2005. [Goto, Y., Jiang, K. and Obata, M.: Hysteretic behavior of thin-walled circular steel columns under cyclic bi-axial loading, Journal of JSCE, No. 780/I-70, pp. 181-198, 2005.]