@inproceedings{oai:kumadai.repo.nii.ac.jp:00021685,
 author = {友澤, 悟史 and Tomozawa, Satoshi and Ogawa, Koji and 小川, 厚治 and 友澤, 悟史 and Ogawa, Koji and 小川, 厚治},
 book = {鋼構造年次論文報告集},
 month = {Nov},
 note = {application/pdf, 論文(Article), This paper presents the effect of column-to-beam strength ratio required for controlling damage concentration in steel moment frames. Quantitative information is provided for the degree of change in the maximum story drift angle with respect to column-to-beam strength ratio. Additional analysis was carried out to investigate the effects of stiffness ratio of column and beam, hysteretic dampers. Conclusions are summarized as follows; (1) Column-to-beam strength ratio required for controlling damage concentration does not change by number of stories; and (2) There is little influence for stiffness ratio of column and beam; and (3) Effect of column-to-beam strength ratio dose not appear easily by frames with hysteretic dampers., http://www.jssc.or.jp/},
 pages = {593--600},
 publisher = {日本鋼構造協会},
 title = {鋼構造骨組の柱梁耐力比が最大層間変位角応答に及ぼす影響},
 volume = {13},
 year = {2005},
 yomi = {トモザワ, サトシ and オガワ, コウジ and オガワ, コウジ}
}