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
ON THE DYNAMIC ANALYSIS OF A FLEXIBLE L-SHAPED STRUCTURE
✍ Scribed by M. Gürgöze
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 188 KB
- Volume
- 211
- Category
- Article
- ISSN
- 0022-460X
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