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Response and stability of a stochastic beam-column using stochastic FEM - MaRDI portal

Response and stability of a stochastic beam-column using stochastic FEM (Q3129588)

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Response and stability of a stochastic beam-column using stochastic FEM
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    Response and stability of a stochastic beam-column using stochastic FEM (English)
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    15 December 1997
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    Winkler foundation
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    discrete elastic supports
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    foundation stiffness coefficient
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    Hamilton's principle
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