The analysis of the thick rectangular plates with free edges on elastic foundations has been a topic of interest for a number of researchers for many years.
弹性地基上厚板的分析多年来是研究者感兴趣的一个问题，但是对于四边自由的问题却至今没有解决。
This paper discusses dynamic response of rectangular plates with free edges on viscoelastic foundation under moving loads and gives an approximate solution.
本文首先研究了粘弹性地基上四边自由矩形板在运动载荷作用下的动态响应问题，得到了问题的近似解答。
Therefore it becomes possible to use double Fourier Series to solve the problems of bending, buckling and free vibration of rectangular plates with free edges.
从而可用重三角级数解带有自由边的矩形板的弯曲、稳定和自由振动问题。
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