水闸整体式平底板结构优化设计

Optimum Drsigning of the Water Gate′s Flat Platter in Overn All Structure

建立了半无限深弹性体地基上水闸整体式平底板结构应力分析模型，提出了用改进网格法对整体式平底板结构的优化模型，用Ｆｏｒｔｒａｎ７７语言编制了相应的优化设计程序。

This paper established stress analytical model for the water gate′s flat plateer in over all structure on semi infinte elastic foundation.Using developed method of lattice,the optimun model about the water gate′s platter in over all structure was presented,and with Fortran 77 new program was provided.