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 numerical results for the winkler model and the two-parameter model are compared in details with the change of the depth of foundation. The applicability of winkler model is addressed.
在地基深度发生变化时，详尽地比较了双参数模式与文克勒模式的差异，从而得出了文克勒弹性地基模式的适用范围。
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