Identification with the Spectral Density Approach

To let the identification results solely depend on the contribution from the data, a non-informative prior is taken, i.e., p 9 C) is constant and it is absorbed into the normalizing constant. Table 3.1 refers to the identification results using a single set of displacement measurements V. It shows the optimal values = [S2, f, h calculated standard deviations 

Bayesian Methods for Structural Dynamics and Civil Engineering 

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