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- W2029683744 abstract "A quasi-bifurcation theory, for systems subject to configuration-dependent forces, is employed to analyze the dynamic buckling behavior of an inelastic column hinged at both ends. Numerical results are presented and show that only certain eigenmodes of motion predominate at a time, as well as terminally depending on the nature of the time-dependent eigenvalues which, in turn, depend on the geometry, material properties and the loading history of the column." @default.
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- W2029683744 date "1981-01-01" @default.
- W2029683744 modified "2023-09-25" @default.
- W2029683744 title "Dynamic buckling of an inelastic column" @default.
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- W2029683744 doi "https://doi.org/10.1016/0020-7683(81)90061-5" @default.
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