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Two modeling approaches for periodic rib-stiffened plates typical of floor assemblies

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Academic year: 2021

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Figure

Figure 2: Boundary conditions applied to each  plate.
Figure 4: Sketch showing the periodic structure used to  evaluate the model.  All dimensions are given in centimetres
Figure 5: Error in the prediction over the building  acoustics frequency range 100 through 5000 Hz
Figure 9: Normalised mobility as a function of the  non-dimensional distance between the drive point
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