@article{oai:nagasaki-u.repo.nii.ac.jp:00009404,
 author = {有馬, 文昭 and 宮崎, 光生 and 小森, 清司 and 高橋, 和雄},
 journal = {構造工学論文集},
 month = {Mar},
 note = {The "Structural Response Control Technology" herein described is a new methodology which realizes structures having artificial large damping by the "Viscous Damping Wall(in brief VD-Wall)" . The VD-Wall is a wall-shaped powerful passive energy dissipator consisting of a pair of vertical steel plates filled with high ciscous fluid.
This part reports the results of performance testss using full scale VD-Wallsconducted to grasp the damping characteristics of VD-Walls.
The following facts were revealed;
l)The viscous resistant force Qw generated in the VD-Wall can be represented by the sum of damping force Qd and restoring force Qk( Qw=Qd+Qk). The former Qd is proportional to the velocity gradient (dV/dy) raised to the α power，the latter Qk to the relative displacement(δ) raised to the (1+β)power.
2)The value of exponent α is substantially constant regardless of the viscosity of fluid. And the value of β is also constant regardless of the viscosity.
3)The damping capability of the VD-Wall during out-plane deformation is virtually the same as one when it is not deformed., 構造工学論文集, 35B, pp.29-42; 1989},
 pages = {29--42},
 title = {建築構造物の応答制御設計法に関する研究　―その1 制震壁の粘性減衰特性に関する調査研究―},
 volume = {35B},
 year = {1989}
}