@article{oai:kumadai.repo.nii.ac.jp:00021759,
 author = {中原, 寛章 and Nakahara, Hiroaki and Ogawa, Koji and 小川, 厚治 and 中原, 寛章 and Ogawa, Koji and 小川, 厚治},
 issue = {45},
 journal = {鋼構造論文集},
 month = {Mar},
 note = {application/pdf, 論文(Article), This paper is concerned with the demand for ductility of column base in steel moment frames. Numerical response analysis was carried out for 15 frames against a variety of ground motions. In this paper, the magnitude of plastic deformation introduced into column base is described. Maximum plastic rotation, maximum increment of plastic rotation during a half-cycle of vibration, and the range of variable plastic rotation are considered as the paramenters that represent the magnitude of plastic deformation. The results are summarized as formulas to predict those parameters based on maximum story drift angles., http://www.jssc.or.jp/},
 title = {強震を受ける鋼構造ラーメン骨組の柱脚に生じる塑性変形},
 volume = {12},
 year = {2005},
 yomi = {ナカハラ, ヒロアキ and オガワ, コウジ and オガワ, コウジ}
}