Home > Products > Dampers > Combination (Displacement+Velocity Dependent Device) > Experiment > Shaking Table Tests of a Structure with Combined Displacement -Dependent and Velocity-Dependent Devices

 
• Reinforced Buckling Restrained Brace
(RBRB)
• Reinforced Added Damping and Stiffness (X-RADAS Damper)
• All Direction Damper (ADD)
• Combination
(Displacement+Velocity Dependent Device)
• EPS Damping Wall
• Multiple Friction Pendulum System
(MFPS)
• Trench Friction Pendulum System
(TFPS)
• Ball Pendulum System (BPS)
• Lead Rubber Bearing (LRB)
 
Combination (Displacement+Velocity Dependent Device)
Shaking Table Tests of a Structure with Combined Displacement -Dependent and Velocity-Dependent Devices
Shaking Table Tests of a Structure with Combined Displacement -Dependent and
Velocity-Dependent Devices

Comparison of the roof displacement in X-dir. of a bare structure with that of a structure with combined displacement and velocity dependent devices during the 1999 Chi-Chi earthquake(TCU084,PGA=X 0.5g + Y 0.214g + Z 0.158g)

Comparison of the column shear force at 1st Floor in X-dir. of a bare structure with that of a structure with combined displacement and velocity dependent devices during the 1999 Chi-Chi earthquake (TCU084,PGA=X 0.5g + Y 0.214g + Z 0.158g)
Comparison of the roof acceleration in X-dir. of a bare structure with that of a structure with combined displacement and velocity dependent devices during the 1999 Chi-Chi earthquake(TCU084,PGA=X 0.5g + Y 0.214g + Z 0.158g)
Comparison of the roof acceleration in Y-dir. of a bare structure with that of a structure with combined displacement and velocity dependent devices during the 1999 Chi-Chi earthquake(TCU084,PGA=X 0.5g + Y 0.214g + Z 0.158g)