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https://doi.org/10.1016/0045-7949(86)90166-5
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Cite Journal: Computers & Structures |  Publication Date: Jan 1, 1986 |
 Citations: 15 |
Affiliation: Vikram Sarabhai Space Centre
Dynamic stability of short cantilever columns subjected to two types of distributed loads are investigated by using a finite element formulation. Buckling load parameters and frequency parameters bounding the instability regions are presented for various slenderness ratios.
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