@article{oai:muroran-it.repo.nii.ac.jp:00005489,
 author = {KISHI,  Norimitsu and 岸, 徳光 and CHEN, Wai-Fah and MATSUOKA,  Ken-ichi and 松岡, 健一 and 能町, 純雄 and NOMACHI, Sumio},
 journal = {構造工学論文集. A},
 month = {Mar},
 note = {application/pdf, In this paper, the initial connection stiffness and ultimate moment carrying capacity of semi-rigid steel beam-to-column angle connections were formulated. In the formulation, a simple analytical procedure for modeling each connection type was used. Three parameter power model taking the values estimated here which was proposed Richard and Abbott was applied to compare with the experimental moment-rotation test data. Putting a suitable shape parameter, three power model can represent the characteristics of the experimental data.},
 pages = {97--105},
 title = {アングル材を用いた鋼梁－柱接合部の初期剛性と極限曲げ耐力の定式化},
 volume = {35},
 year = {1989},
 yomi = {キシ, ノリミツ and マツオカ, ケンイチ and ノウマチ, スミオ}
}