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

<div>Dynamic factor for the Euler-Bernoulli beam and various damping properties of rail foundation.</div>

Shock and Vibration

Figure 1: On the Equivalence between Static and Dynamic Railway Track Response and on the Euler-Bernoulli and Timoshenko Beams Analogy 