A new finite element model of a Timoshenko beam is developed to analyze the small amplitude, free vibrations of non-uniform beams on variable two-parameter foundations. An important characteristic of the model is that the cross-sectional area, the second moment of area, the Winkler foundation modulu
Comments On "Finite Element Formulation Of A Tapered Timoshenko Beam For Free Lateral Vibration Analysis"
β Scribed by R.E. Rossi; P.A.A. Laura
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 365 KB
- Volume
- 168
- Category
- Article
- ISSN
- 0022-460X
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