This paper studies the nonlinear mechanical response of the foundation plate.
本文主要研究地基板非线性力学响应问题。
参考来源 - 弹性地基板非线性响应简化分析方法·2,447,543篇论文数据，部分数据来源于NoteExpress
并将这一方法应用到双参数弹性地基板的动力分析中。
This method is applied on the dynamical analysis of the Mindlin plate on two parameter elastic foundation.
能求出弹性地基板的地基反力，全部位移和应力分量。
The foundation reaction, all the displacements and stress components can obtained.
介绍应用样条函数方法解决弹性地基板的动力响应问题。
In this paper, the dynamic response of the elastic foundation plates with spline-function method is introduced.
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