A novel low power control technique along with a new class of actuators is
developed for shock isolation and control of structural vibrations. In cont
rast to other techniques, including conventional viscous or rate damping, t
he force produced by the actuator has no velocity dependence. Several exper
imental, analytical, and simulation results are presented in support of thi
s new, semi-active technique for structural control. The basic approach is
to manipulate the system stiffness through the use of resetable actuators.
With the proposed control approach, the actuator behaves like a linear spri
ng. However, at appropriate times, the effective unstretched length of the
actuator is changed--or reset--to extract energy from the vibrating structu
re. Experimental validation of the actuator model, analytical results on st
ability and actuator-placement, and simulation results for earthquake appli
cations are presented.