@inproceedings{oai:kumadai.repo.nii.ac.jp:00022065,
 author = {隋, 偉寧 and Sui, Weining and Otsuka, Tomoko and Yamanari, Minoru and 山成, 實 and 隋, 偉寧 and Sui, Weining and 大塚, 智子 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), In this paper, a study about the method of using external diaphragm connection as earthquake resistant parts in the steel frame was conducted. Twelve multi-storied steel frames with external diaphragm connection were prepared for the numerical study. The external diaphragm connection is dealt as semi-rigid connection. A local deformation occurs at the beam- ends. Without the fracture of the connections, the deformation can absorb a part of total earthquake energy, and better earthquake resistant characteristics can be obtained. On the other hand, this kind of the connection keeps the continuity of the columns at the connection; it can avoid the cutting at the ends of columns under high stress. The using of external diaphragm can change the distribution of the earthquake energy in the frame, and it can realize the damage of the frame only happened at expected place.},
 pages = {87--94},
 publisher = {日本鋼構造協会},
 title = {外ダイアフラム接合部をもつ実際骨組の耐震設計に関する研究},
 volume = {16},
 year = {2008},
 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}
}