Localized identification of MDOF structures in the frequency domain
โ Scribed by Q. Zhao; T. Sawada; K. Hirao; Y. Nariyuki
- Publisher
- John Wiley and Sons
- Year
- 1995
- Tongue
- English
- Weight
- 729 KB
- Volume
- 24
- Category
- Article
- ISSN
- 0098-8847
No coin nor oath required. For personal study only.
โฆ Synopsis
For the identification of multi-degree-of-freedom structures, it is not practical to identify all of the parameters included in the structures because enormous computation time is required and because identifiability may not be possible. In this paper, a localized identification approach through substructuring is formulated in the frequency domain. A technique of spectral smoothing is incorporated in the approach to deal with noise-corrupted data. The proposed approach can be used to identify the structural parameters in any part of interest in a structure. The numerical investigations for a lumped mass-spring-dashpot system indicate that faster convergence and higher accuracy are achieved and the noise influences on the identified results are reduced greatly by spectral smoothing. The approach also applies to whole-structure identification if the required records available and the numerical example shows that higher accuracy results are obtained with less cpu time and more poorly guessed initial values as compared with the general complete-structure identification.
๐ SIMILAR VOLUMES
A modal parameter identi"cation method applied to mechanical structures excited by correlated sinusoidal multiple inputs was developed. The algorithm is based on the same formulation of the extended Kalman "lter, applied as a system parameter identi"er in the frequency domain to mechanical structure
This paper discusses the non-parametric identi"cation if MIMO rotor-bearing systems in the frequency domain for real as well as for complex modal testing. The FRFs are estimated on the basis of the maximum likelihood estimator, considering noise on both inputs and outputs (error-in-variables model).
Frequency domain subspace identification algorithms have been studied recently by several researchers in the literature, motivated by the significant development of the more popular time domain counterparts. Usually, this class of methods are focused on discrete-time models, since in the case of con
This paper introduces a frequency-domain method of structural damage identi"cation. It is formulated in a general form from the dynamic sti!ness equation of motion for a structure and then applied to a beam structure. Only the dynamic sti!ness matrix for the intact state appears in the "nal form of