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Statements
1981
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dependence of hydrostatic pressure on displacements
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more or less significant changes of buckling and ultimate loads
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thin arches and shells
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follower-load
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reflected by pressure-stiffness matrix
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loaded free edges
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matrix becomes unsymmetric
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symmetrization of pressure stiffness matrix yields buckling loads
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identical to eigenvalues resulting from first-order perturbation analysis
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unsymmetric eigenproblem
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