@article{oai:kumadai.repo.nii.ac.jp:00023017,
 author = {Ogawa, Koji and 小川, 厚治 and Inoue, Kazuo and Nakashima, Masayoshi and Sawaizumi, Shinichi and Ogawa, Koji and 小川, 厚治 and 井上, 一朗 and 中島, 正愛 and 澤泉, 紳一},
 journal = {日本建築学会構造系論文集},
 month = {Nov},
 note = {application/pdf, 論文(Article), This paper presents a seismic design procedure to estimate the ductility demanded of beams in strong column - weak beam steel frames. Critical parameters that control the earthquake response of steel frames are characterized and incorporated into the equivalent SDOF representation. Maximum and cumulative plastic rotations induced into beam-ends are derived in explicit forms as functions of these parameters, and accuracy of the estimated rotations is demonstrated through the comparison with numerical results.},
 pages = {121--128},
 title = {梁降伏型鋼構造ラーメン部材の必要塑性変形性能に関する研究},
 volume = {537},
 year = {2000},
 yomi = {オガワ, コウジ and オガワ, コウジ}
}