@article{oai:muroran-it.repo.nii.ac.jp:00008065,
 author = {溝口,  光男 and MIZOGUCHI, Mitsuo and 荒川,  卓 and ARAKAWA, Takashi and 荒井,  康幸 and ARAI, Yasuyuki},
 journal = {室蘭工業大学研究報告. 理工編, Memoirs of the Muroran Institute of Technology. Science and engineering},
 month = {Nov},
 note = {application/pdf, In 1984 the authers produced a torsional earthquake response testing system in which actuators were linked to personal computer (personal computer-actuator on-line system) by way of reproducing seismic behavior of structures with eccentricity. Using this system the authors have performed experiments on torsional earth-quake response of reinforced concrete structures with eccentricity. In this paper the outline of the personal computer-actuator on-line system and the experimental results on torsional earthquake response of coupled reinforced concrete frames, where eccentricity is varied, are re-ported. According to this experiment a large difference can be seen in torsional earthquake response of coupled reinforced concrete frames which have the same stiffness and ultimate strength with varying eccentricity.},
 pages = {77--89},
 title = {鉄筋コンクリート造偏心骨組のオンライン捩れ応答実験},
 volume = {36},
 year = {1986},
 yomi = {ミゾグチ, ミツオ and アラカワ, タカシ and アライ, ヤスユキ}
}