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摘要:
In order to obtain a more accurate boundary condition of structure in dynamic analysis and optimization design, the joint parameter identification is one of the key technologs. In combination with engineering practice, the method based on frequency response function (FRF) to identify the characteristic parameters of the joint was proposed. Whether the complete FRF can be obtained or not was studied and the corresponding solving strategy was presented. The method avoids the matrix inversion directly, and transforms contradictory equation to equation with definite solution by using least-square principle, which ensures the stability of numerical calculation. Considering the damping information is inferior to stiffness information in identification process, in order to identify the damping parameter more accurately, a successive identification method was further proposed. Example analysis confirms that the method is of high identification accuracy.
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来源 :
Journal of Vibration and Shock
ISSN: 1000-3835
年份: 2011
期: 5
卷: 30
页码: 69-72,82