Characterization of damping forces in a vibrating structure has long been an active area of research in structural dynamics. The most common approach is to use &&viscous damping'' where the instantaneous generalized velocities are the only relevant state variables that a!ect damping forces. However,
IDENTIFICATION OF DAMPING: PART 4, ERROR ANALYSIS
โ Scribed by S. ADHIKARI; J. WOODHOUSE
- Publisher
- Elsevier Science
- Year
- 2002
- Tongue
- English
- Weight
- 355 KB
- Volume
- 251
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
methods were proposed to obtain the coe$cient matrix for a viscous damping model or a non-viscous damping model with an exponential relaxation function, from measured complex natural frequencies and modes. In all these works, it has been assumed that exact complex natural frequencies and complex modes are known. In reality, this will not be the case. The purpose of this paper is to analyze the sensitivity of the identi"ed damping matrices to measurement errors. By using numerical and analytical studies it is shown that the proposed methods can indeed be expected to give useful results from moderately noisy data provided a correct damping model is selected for "tting. Indications are also given of what level of noise in the measured modal properties is needed to mask the true physical behaviour.
2002 Elsevier Science Ltd.
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