@article{oai:nagasaki-u.repo.nii.ac.jp:00001532,
 author = {中原, 浩之 and 伊藤, 優佑 and 廣田, 周一郎 and 楠本, 美里},
 issue = {92},
 journal = {長崎大学大学院工学研究科研究報告, Reports of Graduate School of Engineering, Nagasaki University},
 month = {Jan},
 note = {A hysteretic damper is effective device which reduces the seismic response of building structure under large scale earthquakes. This paper presents an analytical study to investigate a plastic behavior of the hysteretic damper with ordinary steel. The authors have conducted FEM analysis to trace the behavior of results of the tests of three H-shape specimens subjected to cyclic shearing force. The hysteretic performances of the test and analysis were strongly affected by the sectional specs of the flanges of the H-shape dampers. The recommendations of the sectional specs of the damper were provided based on this study., 長崎大学大学院工学研究科研究報告, 49(92), pp.35-42; 2019},
 pages = {35--42},
 title = {普通鋼を用いた履歴型ダンパーの塑性変形性能に関する解析的研究},
 volume = {49},
 year = {2019}
}