@article{oai:fukuyama-u.repo.nii.ac.jp:00008210,
 author = {上野谷, 実 and 中村, 雅樹 and 福本, [ユウ]士 and 福嶋, 正直 and 中之前, 英之},
 journal = {福山大学工学部紀要},
 month = {Dec},
 note = {P(論文), This paper treats an analytical study on the cyclic performance of stiffened 450x450mm square box columns having two longitudinal ribs under constant compressive thrust combined with cyclic horizontal loads at the column top. The thickness tapered ratios of the flange and web plates at the both ends of tapered panels are 13 to 5 mm, 9 to 9, 10 to 8, 11 to 7, 12 to 6, 13 to 5 between the length of 1350mm. Ten columns are analyzed under cyclic loading. Large yield penetrations and the number of local buckling panels are obtained depending on the tapering ratios against the various applied and resistant moments along the columns.},
 pages = {25--38},
 title = {板厚テーパー箱形断面柱の繰り返し性能に関する解析的研究},
 volume = {29},
 year = {2005}
}