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本文利用双变量函数Ｓｔｏｃｋｅｓ变换研究弹性地基上矩形板弯曲问题的解析解．以弹性地基上四边自由拒形板中点受集中力为例给出数字计算结果．
In this paper, we use the bivariate function Stockes transform to study the analytical solution of the bending problem of rectangular plates on elastic foundations. The numerical calculation results are given by taking the concentrated force at the midpoint of the free-form plate on the four sides of the elastic foundation.