Research Article
Linear Barycentric Rational Collocation Method for Beam Force Vibration Equation
Table 5
Convergence rate of deflection with equidistant nodes
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| | 2.3676e + 0 | | 3.7721e + 0 | | 4.9328e + 0 | | 4.7610e + 02 | | 2 | 2 | 2 | | 4.1793e + 0 | 2.5021 | 1.3027e + 0 | — | 6.6585e + 0 | — | 7.5280e + 02 | — | 1 | 3 | 2 | | 5.2574e + 0 | — | 3.3896e + 0 | 8.586 | 1.5076e + 0 | 8.786 | 1.2155e + 00 | 9.2746 | 1 | 0 | 2 | 0 | 8 | | 3.7355e + 0 | — | 7.0233e − 01 | 2.270 | 1.0927e − 01 | 3.786 | 4.0207e − 02 | 4.9179 | 1 | 9 | 3 |
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