这里采用了模式分析和有限元相混合的方法来分析多层无源电路。
The technique facilitates the modeling of multilayered passive circuits using the hybrid mode matching and finite element method (MM/FEM).
通过有限元方法,分析了一组不同导角半径的混合铰链设计实例,并得到其柔度应力比值。
A group of hybrid flexure hinges with different corner filleted radius are analyzed using finite element method, and their flexibility stress ratios are achieved.
由此,作者比较全面地认识了混合梁斜拉桥的各种静力、动力和稳定性能,掌握了运用有限元软件计算分析大跨度桥梁的方法。
Therefore, the author realized the static, dynamic and stable behaviors of hybrid girder cable-stayed bridge, and comprehensively understood the analysing method of the large span cable-stayed bridge.
提出了解不可压缩两相混溶驱动问题的一种新的数值方法,压力方程用混合有限元求解,浓度方程用差分流线扩散方法求解。
The pressure equation is solved by mixed finite element method, while the concentration equation is solved by finite difference-streamline diffusion finite element method, that is, using SD f.
在本文中我们提供了几种解决两维反应扩散方程的扩张混合有限元的两层网格方法。
In the paper, we present some two-grid methods for solving two-dimensional reaction-diffusion using expanded mixed finite element method.
本文用有限元的分析方法对影响复合材料混合连接接头静强度的几方面进行了初步的研究。
This paper USES the method of finite-element to research the influencing factors of the strength of mixed joints in composites.
本文讨论了四阶障碍问题的稳定化混合有限元方法。
The stabilized mixed finite element approximation for fourth order obstacle problem is investigated in this paper.
最小二乘混合元方法可以避免标准混合元格式中的限制条件,从而可以在更广泛的范围内选择有限元空空间。
A mixed LSM could skip the conditions which are required for a standard mixed method, so we could choose appropriate finite element Spaces more freely.
并分析了待定权函数系数的求法,即结合有限元计算混合型裂缝应力强度因子方法求出待定的权函数系数,继而得到了矩阵型权函数。
The method to get the constant coefficients of weight functions is also analyzed, which is based on the SIFs by finite element method.
最后,用三维有限元方法分别计算了公伯峡混合坝和单一面板坝的应力变形。
Finally, the 3-d finite element methods are used respectively to calculate the stresses and deformations of Gongboxia blend dam and Gongboxia face rock fill dam.
最后,用三维有限元方法分别计算了公伯峡混合坝和单一面板坝的应力变形。
Finally, the 3-d finite element methods are used respectively to calculate the stresses and deformations of Gongboxia blend dam and Gongboxia face rock fill dam.
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