Stochastic Finite Element Method of Dynamic Reliability
Pp. 79-86 (8)
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.
Dynamic reliability, Neumann stochastic finite element, Successive
Over Relaxation method.