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

被引：0
|
作者：
Chun-ling Wang
Yi Huang
Ji-hong Jia
机构：
[1] Xi’an University of Architecture and Technology,School of Science
[2] Dongguan University of Technology,School of Software
来源：
Applied Mathematics and Mechanics | 2007年 / 28卷
关键词：
semi-infinite elastic foundation; rectangular plate with four free edges; steady vibration; interaction; analytical solution; O343.3; O327; TU311.3; 74L10;
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学科分类号：
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.
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页码：173 / 182
页数：9
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