@inproceedings{oai:kumadai.repo.nii.ac.jp:00021684,
 author = {川島, 敏夫 and Kawashima, Toshio and Ogawa, Koji and 小川, 厚治 and 川島, 敏夫 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 results of analytical studies in order to evaluate effects of viscous damping on inelastic earthquake response on the case in which damping ratio and type of viscous damping are made to change in the steel moment frame. And, the damping coefficient increase by the installation of hysteresis damper in steel moment frame when damping ratio dose not change. The authors examined the response analysis result when the stiffeness of hysteretic damper is not considered. The effect of viscous damping are described by using maximum story drift angles., http://www.jssc.or.jp/},
 pages = {565--572},
 publisher = {日本鋼構造協会},
 title = {粘性減衰が鋼構造骨組の弾塑性地震対応に及ぼす影響},
 volume = {13},
 year = {2005},
 yomi = {カワシマ, トシオ and オガワ, コウジ and オガワ, コウジ}
}