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The modal parameters are identified from the free-decay signals extracted using the random decrement method.
In the first step, the random decrement method was used to transform random signals in free vibration responses.
Using the logarithmic decrement method on a finite element free vibration time history, 0.17%-0.28% of critical damping was attributed to foundation damping.
The damping ratios of the roof structure were estimated by means of the random decrement method and the amplitude-dependent damping characteristics were presented and discussed.
An extended random decrement method, which considers the measurement correlation, was first employed to reduce the measured dynamic responses of the building.
The damping ratios of the buildings are estimated by the random decrement method and the amplitude-dependent damping characteristics are presented and discussed.
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This paper presents a time-domain technique for identifying modal parameters of test specimens based on the log-decrement method.
Comparing with traditional logarithmic-decrement method, the approach in this paper has advantages such as stronger anti-noise ability, higher precision, better stability and convenience.
Therefore, we chose the multi-decrement method, that Rosenberg also used [ 2], because it is simple and adequate to fulfill our objectives.
First, the multi-decrement method that we used assumes independence of causes of death, which means that when breast cancer mortality is removed, the risk of dying due to the remaining causes of death is not affected.
This paper demonstrates for the first time that the random decrement (RD) method can be efficiently employed to eliminate the harmonics from the randomdec signatures.
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