@inproceedings{oai:kumadai.repo.nii.ac.jp:00022031,
 author = {隋, 偉寧 and Yamanari, Minoru and 山成, 實 and Sui, Weining and Yamanari, Minoru and 山成, 實},
 book = {Proceedings of 8th Pacific Structural Steel Conference : Steel Structures in Natural Hazards, PSSC 2007},
 month = {Mar},
 note = {application/pdf, 論文(Article), Evaluation equations of external diaphragm connection with steel circular hollow section columns and wide flange steel beams, to include initial stiffness, yield strength, post yield stiffness and maximum strength, were deduced from regression analysis. Finally, the verification of the estimations with typical frames was conducted. As a result, the evaluation equations were useful to trace the behavior of the semi-rigid steel frame with external diaphragm connections.},
 pages = {123--129},
 publisher = {The Pacific Council of Structural Steel Associations},
 title = {Evaluation of the characteristics of external diaphragm connections with steel chs columns and wide-flange steel beams},
 volume = {2},
 year = {2007},
 yomi = {ヤマナリ, ミノル and ヤマナリ, ミノル}
}