@article{oai:kumadai.repo.nii.ac.jp:00023026,
 author = {Ogawa, Koji and 小川, 厚治 and Hirano, Tomohisa and Ogawa, Koji and 小川, 厚治 and 平野, 智久},
 journal = {日本建築学会構造系論文集},
 month = {Aug},
 note = {application/pdf, 論文(Article), This paper presents a seismic design procedure to estimate the ductility demanded of hysteretic dampers in steel frames. Critical parameters that control the earthquake response of steel frames with hysteretic dampers are characterized and incorporated into the equivalent SDOF representation. Maximum and cumulative plastic deformations induced in hysteretic dampers are derived in explicit forms as functions of these parameters, and the accuracy of the estimations of plastic deformations is demonstrated through a comparison with numerical results.},
 pages = {197--204},
 title = {履歴型ダンパーの必要塑性変形性能に関する研究},
 volume = {558},
 year = {2002},
 yomi = {オガワ, コウジ and オガワ, コウジ}
}