On the dynamic response of a suspended cable
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Linearized equations are derived to account for the additional tensions and deflections induced by dynamically exciting a suspended cable. Wave-type and modal solutions are presented to explore the influence of a fundamental geometric and elastic parameter, λ2.
[1] Irene A. Stegun,et al. Handbook of Mathematical Functions. , 1966 .
[2] A. Simpson. Determination of the inplane natural frequencies of multispan transmission lines by a transfer-matrix method , 1966 .
[3] H. M. Irvine,et al. The linear theory of free vibrations of a suspended cable , 1974, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.