The common method of beamonelasticfoundation for the integral base is critcized and the improved method is presented.
在此基础上，对水闸整体式平底板现行的弹性地基梁方法进行了分析，同时对此法提出改进。
2
This paper presents an analytical method of two dimensional problem of beamonelasticfoundation by trigonometric series.
本文提出了弹性地基梁平面问题的三角级数解法，建立了一般方程并导出了有关的计算公式。
3
Based on the visual work principle of structure analysis, a general formula for the displacement calculation is deduced for the static analysis of the beamonelasticfoundation.