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If highly sensitive regions are excluded, this identification method for connection using FRFs gives accurate estimations and can be applied to a general structure in an easier manner than the modal model methods which require a mathematical model of the mass, damping and stiffness matrices (or natural frequencies and mode shapes).
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The method starts from the modal model of the empty structure, i.e., natural frequencies, damping ratios and mode shapes.
This chapter outlines the theory of vibration, shows how the modal model is derived and discusses the usage of this method in vehicle noise and vibration refinement.
This work presents a new method that removes the effects of a flexible fixture from an experimentally obtained modal model.
The refinements may themselves be FSMs, modal models, or any composite actor containing a director compatible with the domain in which the modal model is being used.
This reduced-order model method is described as modal domain reduction (MDR).
In this paper, several methods used to construct the nonlinear modal models are compared using a clamped clamped beam as an example problem.
This method allows the reconstruction of complete modal models from output-only data.
The method proposed relies entirely on receptances and hence neither analytical nor modal models are needed.
"Modal Models in Ptolemy".
Model transformation can be applied as an optimization of modal models.
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