@article{oai:kumadai.repo.nii.ac.jp:00023007,
 author = {Ogawa, Koji and 小川, 厚治 and Kurobane, Yoshiaki and Machidori, Kenji and Ogawa, Koji and 小川, 厚治 and 黒羽, 啓明 and 待鳥, 賢治},
 journal = {日本建築学会構造系論文集},
 month = {Mar},
 note = {application/pdf, 論文(Article), The authors have already proposed a basic law that governs damage distributions in elastic-perfect plastic shear-type models as a function of structure's strength distributions. In this paper, one quarter of the energy input due to ground motions is assumed to be absorbed first by plastic deflection in one direction, and then the rest of energy is assumed to be distributed throughout the following reversals of plastic deflection according to the damage distribution law. Thus the concentration of plastic deformation in one direction, and the maximum and residual deformations in one-degree-of-freedom systems with various kinds of force-deformation curves are determined in a quantitative manner.},
 pages = {117--126},
 title = {強震をうける1自由度系の正負2方向の損傷分布に関する研究},
 volume = {481},
 year = {1996},
 yomi = {オガワ, コウジ and オガワ, コウジ}
}