Insights through Modal Minimal Models for Analysis of Linear and Nonlinear Dynamic Problems

<div>Damping as a function of the natural frequency of the underlying structure (a) and as a function of the modal amplitude of the underlying structure at a natural frequency of 200 Hz (b).</div>

Shock and Vibration

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Figure 2

Figure 2: Insights through Modal Minimal Models for Analysis of Linear and Nonlinear Dynamic Problems 