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For semi-infinite Euler–Bernoulli beams on elastic Winkler foundation, closed-form solutions can be derived analytically assuming a time-harmonic behaviour. For more general transient excitations and beam systems with local perturbations caused by nonlinear effects for example, an overall treatment of the system in the time-domain is desired. In this paper, the analytically obtained low-frequency...
For semi-infinite Euler–Bernoulli beams on elastic Winkler foundation, closed-form solutions can be derived analytically assuming a time-harmonic behaviour. For more general transient excitations and beam systems with local perturbations caused by nonlinear effects for example, an overall treatment of the system in the time-domain is desired. In this paper, the analytically obtained low-frequency...
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