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The modal stability procedure is combined with Monte-Carlo simulations to estimate the variability of natural frequencies and damping ratios of frequency dependent visco-elastic sandwich structures.
In this paper, the variability of natural frequencies of laminated composite structures modeled by finite elements is studied using the Modal Stability Procedure (MSP) probabilistic approach.
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In this context, a modal analysis procedure based on the adaptive filter RLS/QRD is described.
Equations of motion for structures with and without TMD were solved by the modal analysis procedure.
For comparison purposes, two automatic optimization techniques are used in the modal matching procedure.
In this paper a modal coupling procedure is developed to improve residual modal effects based on experimentally generated data.
A pure modal reanalysis procedure, with all the theoretical developments, is presented here.
The novelty of this work is to propose a straightforward computational procedure for obtaining the complex cross-correlation response matrix to be used for the modal identification procedure.
An innovative single-run adaptive modal pushover procedure based on the modal story shear and torque has been developed for seismic assessment of asymmetric-plan buildings.
The numerical cases based on the simulated modal identification procedure have demonstrated that the error in the estimation of modal parameters caused by arbitrarily choosing damping model is quite small.
The set of discretized system equations is partially uncoupled by the modal analysis procedure suitable for gyroscopic systems.
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