Starossek, UweUweStarossek2008-03-202008-03-201994-08-01Structural engineering international, Volume 4, Number 3, 1994, pp. 171-176(6)http://tubdok.tub.tuhh.de/handle/11420/302The history of the theory of cable vibrations from the 18th century to the present is reviewed. Basic equations of linear dynamics of an extensible sagging cable are presented. A dynamic stiffness function that can be derived from these equations is given. Limiting transitions lead to other well known results: The static equivalent modulus of elasticity given by Ernst as well as the natural frequencies of motion given by Irvine and Caughey can be inferred from this function. A discussion of dynamic-excitation mechanisms and of dynamic interaction between cables and other structural elements conclude this contribution.en1683-035019943171176(6)http://doku.b.tu-harburg.de/doku/lic_ohne_pod.phpIngenieurwissenschaftenJournal Article2008-04-02urn:nbn:de:gbv:830-tubdok-372510.15480/882.30011420/30210.2749/10168669478060190810.15480/882.300930768505Other