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The damping interaction caused by the self-lubricating hydrodynamic bearings, shafts, and blades of blowers was also considered, together with a multi-physics analysis.
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However, a TD experiences an additional drag (as compared to a full dislocation) due to damping interactions with the TB; these characteristics are reflected in the TB kinetics.
However, the actual dynamics of the blade-damper interaction have not fully understood yet.
So, it was decided to create a finite element-model for calculations of unsteady blade-damper interaction based on a substructure reduction method.
In the method, the estimation of equivalent damping does not account for damping from soil pile interaction.
Analyses reveal the existence of three types of vibration reduction mechanisms, manifested differently and dominated by different physical process, i.e. structural interaction, damping enhancement and their combination.
Simulation and experimental results indicate that this controller exhibits explicit compliance behavior when the interaction with environment is weak and presents accumulation property of the stiffness and damping accordingly when the interaction is strong.
The tests focus on the effects of aerodynamic damping and interaction effects between the wind forcing, wave forcing and the blade pitch control algorithm.
The beam is subjected to external dynamic loads and the interactions of damping particles with the walls of the cells and its overall effect on the frequency response function (FRF) and the damping of the beam are obtained.
The strongest modal interaction between two resonance modes is taken into account, and then effects of modal interaction, excitation amplitude, damping and non-linearity on non-linear vibration properties of blade are analyzed.
This motion is damped by the interaction of electrons with the lattice ions and with the consequent emission of acoustic phonons.
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