“…In the present work, the adomian modified decomposition method [21,22] is utilized to calculate free transverse vibration characteristics of axially loaded Euler-Bernoulli beams with various end restrains, resting on a Winkler one-parameter foundation. e method is chosen as it has proved efficient and accurate [23,24] for solving linear and nonlinear differential equations, and it has the advantage of computational simplicity. In addition, it does not involve linearization, discretization, perturbation, or a priori assumptions, which may alter the physics of the problem considered [21].…”