Stability analysis of a tangentially loaded column with a Maxwell type viscoelastic foundation (Q795572)
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scientific article; zbMATH DE number 3862594
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Stability analysis of a tangentially loaded column with a Maxwell type viscoelastic foundation |
scientific article; zbMATH DE number 3862594 |
Statements
Stability analysis of a tangentially loaded column with a Maxwell type viscoelastic foundation (English)
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1984
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The stability of a uniform cantilever column supported by a Maxwell type viscoelastic foundation and subjected to a constant tangential force is investigated. Stability conditions are obtained for the entire range of system parameters through an application of Routh-Hurwitz criteria.
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separable solution
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eigenvalue problem
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first two eigenfunctions
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free vibration
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stabilizing effect
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nonconservative problem
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optimum combination of foundation parameters
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maximum flutter load
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approximate analysis
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Galerkin's method
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uniform cantilever column
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Maxwell type viscoelastic foundation
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constant tangential force
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Routh-Hurwitz criteria
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0.9029249
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0.8875964
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0.87474513
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0.8612889
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0.85969037
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0.8558164
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0.85575926
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