On the Equivalence between Static and Dynamic Railway Track Response and on the Euler-Bernoulli and Timoshenko Beams Analogy

<div>Equivalent load related to damping properties of rail foundation (higher values of viscous coefficients of fasteners and sleeper foundation).</div>

Shock and Vibration

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Figure 4

Figure 4: On the Equivalence between Static and Dynamic Railway Track Response and on the Euler-Bernoulli and Timoshenko Beams Analogy 