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One doc tagged with "eigenvalue buckling results"

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The results for a buckling analysis are similar to those for a static analysis, but the interpretation of the results is different. The displacements represent the mode shape, rather than an actual deflection form, and are arbitrarily scaled to give a maximum displacement of typically 1m. In addition to the modal displacements, forces and reactions there are the buckling details results with information such as load factor, modal stiffness and geometric stiffness.