Kutterer, MathiasMathiasKuttererStarossek, UweUweStarossek2008-10-132008-10-131992Proceedings of the Second (1992) International Offshore and Polar Engineering Conference, San Francisco, USA, June 1992, Vol. 2, pp. 361-8http://tubdok.tub.tuhh.de/handle/11420/424Closed-form expressions for the dynamic stiffness functions of a damped cable and a damped, axially prestressed beam element are given. A dynamic damping phenomenon of a single cable is described. For a multiply-guyed mast, dynamic response functions are evaluated. Influence of cable dynamics is investigated. In case of internal resonance, the dynamic stiffness function of a cable decreases and may become negative. Nevertheless, the response function for the composed system is favourably influenced by cable vibration. This effect is quantified by means of a stochastic analysis of the system response to random excitation. The study is restricted to linear theory; validity of linear theory is discussed.enhttp://doku.b.tu-harburg.de/doku/lic_ohne_pod.phpDynamic stiffnesscablebeamguyed mastdampingIngenieurwissenschaftenConference Paperurn:nbn:de:gbv:830-tubdok-497310.15480/882.42211420/42410.15480/882.422930767629Conference Paper