Statistical modal identification using ambient or strong wind response data

Abstract

The problem of identification of the modal parameters of a structural model using measured ambient or strong wind response time histories is addressed. A Bayesian probabilistic approach is followed to obtain not only the most probable (optimal) values but also the probability distribution of the updated modal parameters. This is very important when one plans to use these estimates for further processing, such as for updating the theoretical finite-element model of the structure, because it provides a rational basis for weighting differently the errors of the various modal parameters, the errors being the differences between the theoretical and identified values of these parameters. The approach is introduced for a SDOF system and it can be extended to general MDOF systems. The statistical properties of an estimator of the spectral density are presented. Based on these statistical results expressions for the updated probability density function (PDF) of the modal parameters are derived. The updated PDF is well approximated by a Gaussian distribution centered at the optimal parameters at which the updated PDF is maximized. Numerical examples using simulated data are presented to illustrate the proposed method