In order to decrease the computation, a reduction form is deduced to get the response of random multi-variables from single variable, and verified by Monte-Carlo stochastic FEM.
为了减少在多随机变量情况下的该方法的计算量，建立了一种简化算法，推导出利用单随机变量的响应结果构造多随机变量的响应。算例验证其有有效性。
The Monte Carlo method combined with the elastoplastic finite element method (FEM) is proposed to analyze the slope stability problems.
蒙特卡洛随机搜索法与弹塑性有限元法结合，求解边坡稳定问题。
With the responses of the platform under random wave loadings, the structural reliability analysis using Monte Carlo Method and FEM were carried out.
考虑随机波浪作用，应用蒙特卡罗模拟法和有限元方法对结构进行可靠性分析。
For a special elliptic problem, a new effective Monte-Carlo method is obtained in this paper, which put FEM and Monte-Carlo method together. Lastly, some numerical examples are given.
针对求一类特殊的椭圆型问题在任意点的数值解问题，本文在把有限元方法与蒙特卡罗方法相结合的基础上提出了一种新的高效蒙特卡罗算法，并用算例说明了该方法的优越性。
For a special elliptic problem, a new effective Monte-Carlo method is obtained in this paper, which put FEM and Monte-Carlo method together. Lastly, some numerical examples are given.
针对求一类特殊的椭圆型问题在任意点的数值解问题，本文在把有限元方法与蒙特卡罗方法相结合的基础上提出了一种新的高效蒙特卡罗算法，并用算例说明了该方法的优越性。
应用推荐