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    Statements

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    17 September 1992
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    free vibration analysis
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    arbitrary shapes
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    variable thickness
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    unit normal admitting arbitrary rotations
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    linearized
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    curvilinear finite difference method
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    strain displacement equations
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    principle of virtual work
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    simply supported plates
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    conical
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    cylindrical tanks
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    spherical caps
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    conical panels
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    eigenvalue and eigenvector solution techniques
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    Identifiers

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