The nonlinear dynamic and static analysis of rectangular plates with four free edges on elastic foundation is a rather complicated problem in the theoryofplates.
弹性地基上四边自由矩形板动力和静力问题的非线性分析是板理论中的一个特别困难的问题。
2
The numerical results for rectangular plates are given herein. The results are compared with those obtained from the improved theory and the classical theoryofplates.
文中以矩形板为例给出了数值结果，对按改进理论和经典理论所预示的结果进行了比较。
3
Based on this theory, a refined theoryofplates which can satisfy three boundary conditions along each edge of the plates and a new theoryof thick plates are established.