Abstract

Numerical analysis has become an integral part of practical engineering problem analysis. Thus current structural analysis techniques essentially consist of two distinct numerical procedures. Firstly the continuum is discretized by the finite element method, a variant of the well-known Ritz's process, yielding sets of simultaneous algebraic equations for equilibrium and eigenvalue problems or sets of simultaneous ordinary differential equations for the propagation problems. Second such equations are next solved by relevant numerical techniques.

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