Analytical solutions of steady vibration of free rectangular plate on semi-infinite elastic foundation

被引：0
|
作者：
王春玲 [1 ]
黄义 [1 ]
贾继红 [2 ]
机构：
[1] School of Science,Xi'an University of Architecture and Technology
[2] School of Software,Dongguan University of Technology
来源：
Applied Mathematics and Mechanics(English Edition) | 2007年 / 02期
关键词：
semi-infinite elastic foundation; rectangular plate with four free edges; steady vibration; interaction; analytical solution;
D O I：
暂无
中图分类号：
O343.3 [接触问题];
学科分类号：
080102 ;
摘要：
The method of double Fourier transform was employed in the analysis of the semi-infinite elastic foundation with vertical load.And an integral representations for the displacements of the semi-infinite elastic foundation was presented.The analytical solution of steady vibration of an elastic rectangle plate with four free edges on the semi-infinite elastic foundation was also given by combining the analytical solution of the elastic rectangle plate with the integral representation for displacements of the semi- infinite elastic foundation.Some computational results and the analysis on the influence of parameters were presented.
引用
收藏
页码：173 / 182
页数：10
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