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Figure 1


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Overall workflow of the study: calibration of unknown model parameters p is performed utilizing numerically determined natural frequencies as well as mode shapes and results from experimental modal analyses on the small-scale test specimens, S1* and S2*. The updated parameters are used in a subsequent Finite Element simulation to analyze the large-scale floor specimens, S1 and S2, regarding vibration dose values and impact sound pressure levels. The impact sound pressure level simulations use a numerically implemented tapping machine load.

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