@article{oai:ir.kagoshima-u.ac.jp:00000678,
 author = {三谷, 勲 and MITANI, Isao and 林原, 光司郎 and HAYASHIHARA, Koshiro and 今門, 一弘 and IMAKADO, Kazuhiro},
 journal = {鹿児島大学工学部研究報告, The research reports of the Faculty of Engineering, Kagoshima University},
 month = {Nov},
 note = {The wide-flange steel beam-columns were tested under constant vertical load and unequal end-moment. Experimental variables were end-moment ratio ρ (=M_2/M_1, M_2, M_1=bending moment at the lateral supports, ｜M_2｜<｜M_1｜), axial load ratio n (=N/N_y, N=constant vertical load, 
N_y=yield axial load), and lateral slenderness ratio l_b/i_y (l_b=distance between lateral supports, i_y=radius of gyration of a cross section about weak axis). The selected values of ρ, 
n, l_b/i_y were as follows; ρ=0, -0.4, -0.8, n=0, 0.15, 0.3, 0.6, l_b/i_y=45, 60, 75, 90, 105. Based on the experimental results, the effects of ρ, n, l_b/i_y to the elastic-plastic behavior and plastic rotation capacity of H-shaped beam-columns were discussed.},
 pages = {83--101},
 title = {一定鉛直荷重と複曲率曲げを受けるH形鋼柱の変形性状及び塑性変形能力に関する実験的研究},
 volume = {27},
 year = {1985}
}