| Transverse Vibrations of continuous Beams | |||
Finite element formulation (Galerikan method) Let the solution be
where a, b, c, ... are constants to be determined by boundary conditions, N is the shape function, r is the number of nodes in an element, and w is the nodal displacement. On substituting the approximate solution from equation (12.17) into EOM (12.15), the residue can be written as
where the superscript (e) represents the element. |
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