Chapter 5

Stochastic Finite Element Method of Dynamic Reliability

Wenhui Mo


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.

Total Pages: 79-86 (8)

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