Abstract
Vibrations of an inclined cable subjected to external sinusoidal excitation are experimentally investigated and via a simplified model with one degree-of-freedom: external excitation looks like the loading that should be exerted on the cable by the superstructure of a bridge. The nonlinear one dof model is studied via the multiple scales method. Numerical and experimental results are compared.
Volume Subject Area:
18th Biennial Conference on Mechanical Vibration and Noise
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