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

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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
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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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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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