ANALYSIS OF THE BUCKLING BEHAVIOUR OF STRUCTURES.

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Koenig, M.
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Transactions of the International Conference on Structural Mechanics in Reactor Technology | 1979年 / M.卷
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Two methods have primarily been used for the buckling analysis of elastic structures using the finite element method. The method proposed is applicable to problems with conservative, one-parametric loading and to situations which are ″close″ to a bifurcation situation. This includes true bifurcation buckling, as well as snap-through buckling, provided there exists a neighboring true bifurcation configuration.
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