@article{oai:kumadai.repo.nii.ac.jp:00024276,
 author = {川島, 敏夫 and Kawashima, Toshio and Deguchi, Yoshifumi and Ogawa, Koji and 小川, 厚治 and 川島, 敏夫 and Kawashima, Toshio and 出口, 義史 and Ogawa, Koji and 小川, 厚治},
 issue = {635},
 journal = {日本建築学会構造系論文集},
 month = {Jan},
 note = {application/pdf, 論文(Article), The deformation concentration into a relatively weak story often causes the collapse of the structure and must be carefully prevented in design practice. In this paper, we proposed a simple method to modify the member strengths in order to make the story drift angles uniform over the building height. This method is based on the optimum story shear force coefficient proposed by us in a previous paper. The applicability of the method was confirmed by numerical results of a nonlinear earthquake response analysis for four example frames., http://ci.nii.ac.jp/naid/110007030272},
 pages = {147--155},
 title = {鋼構造骨組の部材耐力分布の適正化に関する研究},
 volume = {74},
 year = {2009},
 yomi = {カワシマ, トシオ and オガワ, コウジ and カワシマ, トシオ and オガワ, コウジ}
}