Abstract
The dynamic analysis of link structures, including elastic vibrations, is presented. The multi nodes element including the large displacement is developd. This element is based on the theory of the finite rotation, and considers the geometric stiffness. The stiffness matrix and the inertia matrix are obtained from FEM model by the theory of the Guyan reduction including the large displacement motion. In this paper, we explain the theory of this element and show some examples of analysis.
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