This study investigates the dynamic instability behavior of a column carrying a concentrated mass with oscillating motion along the column axis. The dynamic equation of the column was derived based on the assumed-modes method. The derived dynamic equation, which contains parametrically excited terms
β¦ LIBER β¦
Parametric instability of a cantilevered column with end mass
β Scribed by K.L. Handoo; V. Sundararajan
- Publisher
- Elsevier Science
- Year
- 1971
- Tongue
- English
- Weight
- 553 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0022-460X
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