@article{oai:muroran-it.repo.nii.ac.jp:00008098,
 author = {KISHI,  Norimitsu and 岸, 徳光 and MATSUOKA,  Ken-ichi and 松岡, 健一 and CHEN, Wai-Fah and 能町, 純雄 and NOMACHI, Sumio},
 journal = {室蘭工業大学研究報告. 理工編, Memoirs of the Muroran Institute of Technology. Science and engineering},
 month = {Nov},
 note = {application/pdf, In this paper, the moment-rotation relationship of the top- and seat- angle steel beam-to-column building connection is developed. In this development, the initial elastic stiffness and ultimate moment capacity of the connection are determined by a simple analytical procedure. Using the initial stiffness and the ultimate moment capacity so obtained, a three-parameter power model similar to that of Richard and Abbott (1975), was adopted here to represent the moment-rotation relationship of the connection. The analytical model is found in a good agreement with the experimental results.},
 pages = {163--172},
 title = {Moment-Rotation Relation of Top- and Seat- Angle Connections},
 volume = {37},
 year = {1987},
 yomi = {キシ, ノリミツ and マツオカ, ケンイチ and ノウマチ, スミオ}
}