Research Article

Linear Barycentric Rational Collocation Method for Beam Force Vibration Equation

Table 11

Convergence rate of deflection with quasi-equidistant nodes .


2.7216e + 03.1196e + 03.5186e + 03.9417e + 02
222
2.5198e + 01.6983e + 00.8778.6747e + 05.3427.7764e + 005.6636
22300
3.0502e − 019.69027.9164e − 0211.066.0185e − 027.1713.4646e − 027.8102
73
8.5111e − 035.16348.7507e − 046.4994.7864e − 046.9741.7242e − 047.6506
33