@article{oai:nagasaki-u.repo.nii.ac.jp:00014323,
 author = {高橋, 和雄 and 有馬, 文昭 and 宮崎, 光生 and 小森, 清司},
 issue = {33},
 journal = {長崎大学工学部研究報告, Reports of the Faculty of Engineering, Nagasaki University},
 month = {Aug},
 note = {The "STRUCTUAL RESPONSE CONTROL DESIGN" herein described is anew practical technology which realizes structures having artificial large damping by the "Viscous Damping Wall(in brief VDW)". The VDW is a wall- shaped viscous energy dissipator consisting of a pair of vertical steel plates filled with high viscous fluid. This part reports the results of vibration tests in order to grasp the dynamic characteristics of a 4-story full scale steel model with/without VDWs. In the results, VDWs work as the response acceleration and displacement of the model is reduced to 1/2～1/3, if compare to non - attached ones. The 2nd. mode and higher ones completely disappeared in VDW model. It is necessary to consider increase of structual stiffness due to VDWs., 長崎大学工学部研究報告, 19(33), pp.87-96; 1989},
 pages = {87--96},
 title = {建築構造物の応答制御設計法に関する研究 （第1報：制震構造物の振動実験）},
 volume = {19},
 year = {1989}
}