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The application of EKF to modal parameter estimation is not new.
This paper deals with a new finite difference method for modal parameter estimation.
In this article, a frequency-domain modal parameter estimation method is proposed.
This study was the basis for the optimization of the LS algorithm for modal parameter estimation.
This paper investigates the problem of modal parameter estimation of time-varying structures under unknown excitation.
A comparison of different approaches, including other methods suggested in the literature, demonstrates the effectiveness for improving modal parameter estimation.
Similar(40)
Uncertainty of modal parameters estimation appear in structural health monitoring (SHM) practice of civil engineering to quite some significant extent due to environmental influences and modeling errors.
In this paper a modification of a high-speed correlation system for the purposes of mechanical structures modal parameters estimation is described.
However, when large-scale operational structures are subjected to random and unmeasured forces such as wind, waves, or aerodynamics, modal parameters estimation must base itself on response-only data.
A novel multi-modal parameter estimation algorithm is introduced.
The variance estimation procedure uses the first-order sensitivity of the modal parameter estimates to perturbations of the measured output-only data.
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