Abstract
Samples of material property are generated by the calculation of the stochastic field. Differential equations are transformed into linear equations by the Willson θ method. Linear equations are solved by the Successive Over Relaxation method. Dynamic reliability of structure can be given by Monte Carlo simulation. A new method of calculating dynamic reliability using the Neumann stochastic finite element is proposed.
Keywords: Dynamic reliability, Neumann stochastic finite element, Successive Over Relaxation method.
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