@inproceedings{oai:kumadai.repo.nii.ac.jp:00022029,
 author = {Yamanari, Minoru and 山成, 實 and Muta, Kenji and Yamanari, Minoru and 山成, 實 and 牟田, 健次},
 book = {鋼構造年次論文報告集},
 month = {Nov},
 note = {application/pdf, 論文(Article), It was observed that a lot of breaks of connections occurred in steel frames in Great Hanshin Disasters ( 1995 Jan.). It is necessary to find a limit of deformations of connections in frames under strong earthquake excitations, because the member is not able to support loads after break or rupture. In other words, the member still connected could support loads. A numerical simulation of dynamic response of frames was conducted to get information of cumulative plastic deformation limit of both joint panels and beam-to-column joints. This paper discusses on needed deformation capacity of beam-to-column connections to prevent break., http://www.jssc.or.jp/},
 pages = {429--434},
 publisher = {日本鋼構造協会},
 title = {強震下鋼重層骨組の接合部破断時の変形限界},
 volume = {５},
 year = {1997},
 yomi = {ヤマナリ, ミノル and ヤマナリ, ミノル}
}