The influence of a Winkler elastic foundation and the slenderness ratio on the non-conservative instability of cantilever non-uniform beams of rectangular cross-section with constant height and linearly varied breadth (T1), constant breadth and linearly varied height (T2) and double taper (T3), subj
✦ LIBER ✦
Comments on “Parametric instability of variable cross-section beams resting on an elastic foundation”
✍ Scribed by K.A. Nassir; A.E. Yousif
- Publisher
- Elsevier Science
- Year
- 1985
- Tongue
- English
- Weight
- 109 KB
- Volume
- 103
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
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