Assessment reliability of plan frame in the buckling condition using stochastic finite element method
Abstract
This paper presents the stochastic finite element method (SFEM) which is used to analyze the structures with uncertainly parameters. This method is a combination of the finite element method (FEM) and Monte Carlo simulation. SFEM is then applied in the realiability analysis of a plan frame in the buckling condition.
Keywords: SFEM; Monte Carlo; plan frame; buckling condition.
Received: January 1st, 2016, revised: January 15th, 2016, accepted: March 15th, 2016
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