Prestress Accumulation-Release Technique for Damping of Impact-Born Vibrations: Application to Self-Deployable Structures

Table 2

Amplitude mitigation obtained with different values of friction generating moment decrease in Phase 2.

% of reduction	% of amplitude reduction after
	5 cycles of vibration	13 cycles of vibration
5.0%	61.9%	71.6%
6.0%	73.2%	81.3%
7.5%	96.2%	99.4%
10.0%	99.1%	99.2%
11.5%	98.5%	98.3%
20.0%	96.3%	96.4%