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contributor authorSiu-Kui Au
date accessioned2017-05-08T21:43:26Z
date available2017-05-08T21:43:26Z
date copyrightMarch 2011
date issued2011
identifier other%28asce%29em%2E1943-7889%2E0000222.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60671
description abstractPreviously a Bayesian theory for modal identification using the fast Fourier transform (FFT) of ambient data was formulated. That method provides a rigorous way for obtaining modal properties as well as their uncertainties by operating in the frequency domain. This allows a natural partition of information according to frequencies so that well-separated modes can be identified independently. Determining the posterior most probable modal parameters and their covariance matrix, however, requires solving a numerical optimization problem. The dimension of this problem grows with the number of measured channels; and its objective function involves the inverse of an ill-conditioned matrix, which makes the approach impractical for realistic applications. This paper analyzes the mathematical structure of the problem and develops efficient methods for computations, focusing on well-separated modes. A method is developed that allows fast computation of the posterior most probable values and covariance matrix. The analysis reveals a scientific definition of signal-to-noise ratio that governs the behavior of the solution in a characteristic manner. Asymptotic behavior of the modal identification problem is investigated for high signal-to-noise ratios. The proposed method is applied to modal identification of two field buildings. Using the proposed algorithm, Bayesian modal identification can now be performed in a few seconds even for a moderate to large number of measurement channels.
publisherAmerican Society of Civil Engineers
titleFast Bayesian FFT Method for Ambient Modal Identification with Separated Modes
typeJournal Paper
journal volume137
journal issue3
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000213
treeJournal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 003
contenttypeFulltext


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