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利用双参变量的Ｓｔｏｃｋｅｓ变换，给出双参数弹性地基上自由矩形板承受冲击荷载的动力问题的ＣＣ型级数的解析解，并运用钟万勰提出的定常结构的精细时程积分法，以双参数弹性地基上自由矩形板承受三角形冲击荷载为例，给出了数值结果．
By using the two-parameter Stockes transform, the analytical solution of the CC-type series for the dynamic problem of the free rectangular plate on the two-parameter elastic foundation subjected to impact load is given. By using the precise time-integration method of stationary structure proposed by Zhong Wan- As an example, the free rectangular plate subjected to the triangular impact load on the elastic foundation is given numerical results.