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双参数弹性地基上自由边矩形板的弯曲
引用本文:刘杰. 双参数弹性地基上自由边矩形板的弯曲[J]. 湖南工业大学学报, 1998, 0(1)
作者姓名:刘杰
作者单位:株洲工学院土木系!株洲412008
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。

关 键 词:挠曲函数  双参数弹性地基  自由边矩形板  三角级数

The Bend of the Free-edge Rectangular Plate on the Two-parameter Elastic Foundation
Liu Jie. The Bend of the Free-edge Rectangular Plate on the Two-parameter Elastic Foundation[J]. Journal of Hnnnan University of Technology, 1998, 0(1)
Authors:Liu Jie
Abstract: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].
Keywords:flexual function  two-parameter elastic foundation  free- edge rectangular plate  trigonometric series.
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