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Engineers need to use dampers, or shock absorbers, to minimize shaking and stabilize such systems.
Most modern intelligent knee prosthesis use dampers to modulate dynamic behavior and prevent excessive knee flexion, but they dissipate energy and do not assist in knee extension.
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Even though there is no known example of a staggered wall structure with energy dissipation devices, many researchers have been investigating the possibility of mitigating seismic response of structures with shear walls using dampers.
The pseudoelastic window of properly conditioned wires allows the use as dampers in civil engineering.
Therefore, the employment of such a B/D distribution does not guarantee the optimum use of dampers in the nonlinear range of behavior.
The aim of the work is that of exploring the use of dampers to control the modal response of buildings under horizontal seismic and aerodynamic loads.
A rationalized approach is described for formulating the eigenproblems associated with continuous beams where damping non-proportionalities are introduced through the use lumped dampers, partial damping layers or arbitrary complex impedances.
A supplementary control measure using viscous dampers is finally suggested and the influence of various damper parameters is discussed based on the proposed transient finite element analysis method.
There are great advantages to using variable dampers and springs, not least that they are much lighter and less power hungry than motors and actuators, he says.
This work presents active control of high-frequency vibration using skyhook dampers.
This study proposes two semi-active control methods for seismic protection of structures using MR dampers.
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