This method is applied on the dynamical analysis of the Mindlin plate on two parameter elastic foundation.
并将这一方法应用到双参数弹性地基板的动力分析中。
The solution strictly satisfies the differential equation of a plate on the two-parameter elastic model foundation, the boundary conditions of the free edges and the free corner conditions.
它严格满足双参数弹性地基上板的控制微分方程和自由边的边界条件和角点条件。
The solution strictly satisfies the differential equation of a plate on the two-parameter elastic model foundation, the boundary conditions of the free edges and the free corner conditions.
它严格满足双参数弹性地基上板的控制微分方程和自由边的边界条件和角点条件。
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