@inproceedings{oai:kumadai.repo.nii.ac.jp:00022039,
 author = {隋, 偉寧 and Sui, Weining and Yamanari, Minoru and 山成, 實 and 隋, 偉寧 and Sui, Weining and Yamanari, Minoru and 山成, 實},
 book = {鋼構造年次論文報告集},
 month = {Nov},
 note = {application/pdf, 論文(Article), This research concerns steel frames, which are made of circular columns and wide flange beams, connected with external diaphragms under both axial force in column and lateral force from arbitral direction. Numerical study was conducted to examine the behavior of partial frame under constant axial force in columns and arbitral direction the affection force in horizontal plane at the top of column. In the frames handled here, it is shown that not only whole P-δ effect but also local P-δ effect caused by local deformation in the column-beam connections are exist. Finally, it was deduced that the result of effect to be yield load and maximum loading capacity of the frame could not be recognized, when the horizontal force in which direction of action changed., http://www.jssc.or.jp/},
 pages = {229--234},
 publisher = {日本鋼構造協会},
 title = {軸圧縮力と２軸水平力を受ける立体部分骨組の弾塑性性状},
 volume = {13},
 year = {2005},
 yomi = {ズイ, エイネイ and ヤマナリ, ミノル and ズイ, エイネイ and ヤマナリ, ミノル}
}