双参数弹性地基上自由边矩形板的弯曲  

The Bend of the Free-edge Rectangular Plate on the Two-parameter Elastic Foundation

作　　者：刘杰[1] 

机构地区：[1]株洲工学院土木系,株洲412008

出　　处：《株洲工学院学报》1998年第1期44-51,共8页Journal of Zhuzhou Institute of Technology

摘　　要：用三角级数作为挠度函数解决了双参数弹性地基上自由边矩形板的弯曲问题。作为特例，设土的第二参数为零，其结果与前人的结果相符。The two-direction trigometric series as flexual function solve the bending problem of the free rectangular plate on the two-parameter elastic foundation. When it is taken as a special example, let GP=0, its result agrees with ref[1].

关 键 词：挠曲函数 双参数 弹性地基 自由边矩形板 弯曲 

分 类 号：TU471.2[建筑科学—结构工程]