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The operation of the damper is based on the well-known straps with friction principle.
The damping mechanism of the damper is based on the micro-slip elements in the contact surface, and the damping properties can be designed for any specific requirements by adjusting several design parameters which in turn, depends on the physical parameters of the joint.
The optimization of the MR damper is based on the design of experiment (using Taguchi methodology) and finite element method which is rarely available in the literature.
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The dynamic models for the force-displacement relationship of the prototype damper are based on LuGre friction model, electromagnetic theory, and inertial effects of the prototype damper.
The measure of damping is based on experimental techniques currently used for damage detection, so the Unifying Approach could be applied also for structural health monitoring.
The design method for ER dampers is based on the requirements of the system damper such as controllable damping force, controllable ratio and the ratio of rebound damping force and compression damping force.
The damper placement is based on mode shape analysis.
The damping system is based on an electrohydraulic actuator, which combines comparatively large forces and a compact design.
The damping constraint is based on a priori information about the location of the tsunami source: the initial sea-surface displacement due to an earthquake should be zero if the epicenter is far enough away.
In the present study, the interaction between the structural elements is described by means of a non-linear spring-damper model which is based on numerical solutions of the full EHL contact problem.
The distribution of damping patches on the structure is based on strain energy intensity distribution maps derived for the purpose.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com