@inproceedings{oai:kumadai.repo.nii.ac.jp:00021750,
 author = {Inoue, Kazuo and Ogawa, Koji and 小川, 厚治 and Tada, Motohide and Yanagihara, Hidekazu and 柳原, 秀和 and 井上, 一朗 and Ogawa, Koji and 小川, 厚治 and 多田, 元英 and Tada, Motohide and Yanagihara, Hidekazu and 柳原, 秀和},
 book = {鋼構造年次論文報告集},
 month = {Nov},
 note = {application/pdf, 論文(Article), Cumulative plastic deformation ratio of the steel members obtained from the numerical earthquake response analysis is presented in this paper. The rigid frame with rectangular hollow section columns and with wide flange beams are analyzed to three ground motions.Strength of frame, the number of story, strength ratio of menber and width-to-thickness ratio are selected as the analytical parameters. Generally, this type of frame results in the weak panel type or weak beam type structure, so that the overrall collapse mechanism is formed to the static seismic load. No damege concentration is also observed to the dynamic ground motions., http://www.jssc.or.jp/},
 pages = {9--16},
 publisher = {日本鋼構造協会},
 title = {角形鋼管柱ラーメン構造部材の塑性変形応答},
 volume = {2},
 year = {1994},
 yomi = {オガワ, コウジ and ヤナギハラ, ヒデカズ and オガワ, コウジ and タダ, モトヒデ and ヤナギハラ, ヒデカズ}
}