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Buckling of a column on a Wieghardt foundation by G.C. Ruta; I. Elishakoff is a Engineering article available to read on EtoBox.

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## Abstract This study considers the buckling of a uniform column on a Wieghardt elastic foundation. The column model incorporates both purely flexible, Bernoulli‐Euler, and shear‐deformable, Timoshenko, beams. Some comparisons with results reported in the existing literature are made, and numerical examples are evaluated to attempt shedding additional light on the problem.

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It is typically read by researchers, students, and practitioners in Engineering.

Author
G.C. Ruta; I. Elishakoff
Publisher
John Wiley and Sons; Wiley (John Wiley & Sons); John Wiley & Sons Ltd.; Wiley (ISSN 0044-2267)
Published
2006
Language
EN
Field
Engineering (Physical Sciences)

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