A SIMPLE COMPUTATIONAL METHOD OF INTERACTION BETWEEN ELASTIC PLATE AND ELASTIC SUBGRADE
弹性矩形板与弹性地基共同作用的简化计算法

The analytic solution of an elastic rectangle plate is presented under the condition of four corner points simply surpported and four sides free. The half analytic solution of an elastic rectangle plate on elastic subgrade is also given by combining the above analytic solution and the concentrated spring model existing. Some computational results are presented.