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    Statements

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    1982
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    numerical examples
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    nonlinear behaviour
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    thin-walled elastic beams and columns
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    open cross-section
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    pre-buckling deformations
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    increase of lateral buckling load
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    stable bifurcation points
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    mild imperfection sensitivity
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    transversely loaded
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    mono-symmetrical cross-section
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    mode interaction
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    Identifiers

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