Research Article
Linear Barycentric Rational Collocation Method for Beam Force Vibration Equation
Table 9
Convergence rate of deflection with quasi-equidistant nodes
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| | 4.1355e + 0 | | 4.0577e + 0 | | 4.3916e + 0 | | 4.3806e + 02 | | 2 | 2 | 2 | | 2.7542e + 0 | 3.9083 | 2.0053e + 0 | 4.338 | 2.0135e + 0 | 4.447 | 2.0022e + 01 | 4.4515 | 1 | 1 | 8 | 1 | 0 | | 4.4083e + 0 | — | 1.9063e − 01 | 6.716 | 2.1971e − 02 | 9.839 | 1.8656e − 02 | 10.068 | 1 | 9 | 9 | | 1.9575e + 0 | 1.1712 | 2.1823e − 02 | 3.126 | 3.5110e − 04 | 5.967 | 3.7910e − 05 | 8.9428 | 1 | 9 | 5 |
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