【摘要】 本文利用双变量函数的Ｓｔｏｃｋｅｓ变换，用ＣＣ型级数求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矩形板中点作用一集中力为例给出数字计算结果。更多还原

【Abstract】 The analytical solution for the bending problem of the rectangular plates on an elastic foundation is investigated by using the Stockes’transformation of a double variables function. The numerical results for the rectangular plates with free edges on the elastic foundations under a concentrated force are given in the example.更多还原