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A scaling procedure for the structural and interaction analysis of dynamic models

✍ Scribed by Dominique Bonvin; D. A. Mellichamp

Publisher
American Institute of Chemical Engineers
Year
1987
Tongue
English
Weight
617 KB
Volume
33
Category
Article
ISSN
0001-1541

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In this paper, the non-linear vibration of a cable-stayed beam with time-varying length and tension in the cable is investigated. A set of non-linear, time-varying di!erential equations describing this coupling system is derived by Hamilton's principle and the "nite element method. According to the