To characterize the amount of damping in a system a ratio called the damping ratio ( also known as damping factor and % critical damping ) is used.
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Continuous Wavelet Transform ( CWT ) is very efficient in determining the damping ratio of oscillating signals ( e . g . identification of damping in dynamical systems ).
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Scaled models can be designed to replicate the dynamic characteristic ( e . g . frequencies, mode shapes and damping ratios ) of their full-scale counterparts.
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The damped natural frequency is less than the undamped natural frequency, but for many practical cases the damping ratio is relatively small and hence the difference is negligible.
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Where \ zeta is the damping ratio, \ omega _ n is the natural frequency of the cupula, and u ( t ) is the input angular acceleration.
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The definition of the damping ratio and natural frequency presumes that the overall feedback system is well approximated by a second order system; i . e . the system has a dominant pair of poles.
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Therefore, the damped and undamped description are often dropped when stating the natural frequency ( e . g . with 0.1 damping ratio, the damped natural frequency is only 1 % less than the undamped ).
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The method of logarithmic decrement becomes less and less precise as the damping ratio increases past about 0.5; it does not apply at all for a damping ratio greater than 1.0 because the system is overdamped.
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The method of logarithmic decrement becomes less and less precise as the damping ratio increases past about 0.5; it does not apply at all for a damping ratio greater than 1.0 because the system is overdamped.
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The smooth idealization of design spectrum suggests smaller seismic response with the increased natural periods and effective damping ratio due to SSI . With this assumption, it was traditionally been considered that SSI can conveniently be neglected for conservative design.