Abstract
Analytical result of structural dynamic response is restricted by selection of damping model. Therefore, the mechanism of damping force and damping parameter identification in a vibrating structure are always an active area of research. Because of the complexity of damping mechanism in structures, the applicability of available damping models is limited. Here, a more general non-viscous damping model, in which the damping force was related to the velocity history, was introduced. By means of a complex modal analysis of the dynamic system with this type of non-viscous damping in Laplace domain, a method for damping coefficient identification was derived. Numerical example showed that the proposed method can effectively identify the damping coefficient in a system with this non-viscous damping model; and the results are consistent with those of the viscous damping model when the non-viscous effect of the structural damping behavior is not significant.
| Original language | English |
|---|---|
| Pages (from-to) | 94-99 |
| Number of pages | 6 |
| Journal | Zhendong yu Chongji/Journal of Vibration and Shock |
| Volume | 29 |
| Issue number | 1 |
| State | Published - Jan 2010 |
| Externally published | Yes |
Keywords
- Complex mode
- Damping coefficient identification
- Laplace transformation
- Non-viscous damping model
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