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Damping coefficient identification of a non-viscous damping model in Laplace domain

  • School of Civil Engineering, Harbin Institute of Technology

Research output: Contribution to journalArticlepeer-review

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 languageEnglish
Pages (from-to)94-99
Number of pages6
JournalZhendong yu Chongji/Journal of Vibration and Shock
Volume29
Issue number1
StatePublished - Jan 2010
Externally publishedYes

Keywords

  • Complex mode
  • Damping coefficient identification
  • Laplace transformation
  • Non-viscous damping model

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