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弹性半空间地基上四边自由矩形板稳态振动的解析解
引用本文:王春玲,黄义,贾继红. 弹性半空间地基上四边自由矩形板稳态振动的解析解[J]. 应用数学和力学, 2007, 28(2): 156-164
作者姓名:王春玲  黄义  贾继红
作者单位:西安建筑科技大学 理学院,西安 710055;2.东莞理工学院 软件学院,广东 东莞 523808
摘    要:采用双重Fourier变换,分析得到弹性半空间地基受竖向稳态荷载作用下的积分变换解.与四边自由矩形板的振动解析解相结合,得出弹性半空间地基上四边自由矩形板稳态振动的解析解.还给出算例及参数影响分析.

关 键 词:弹性半空间地基   四边自由矩形板   稳态振动   相互作用   解析解
文章编号:1000-0887(2007)02-0156-09
收稿时间:2006-01-17
修稿时间:2006-01-17

Analytical Solutions of Steady Vibration of a Free Rectangular Plate on the Semi-Infinite Elastic Foundation
WANG Chun-ling,HUANG Yi,JIA Ji-hong. Analytical Solutions of Steady Vibration of a Free Rectangular Plate on the Semi-Infinite Elastic Foundation[J]. Applied Mathematics and Mechanics, 2007, 28(2): 156-164
Authors:WANG Chun-ling  HUANG Yi  JIA Ji-hong
Affiliation:School of Science, Xi'an University of Architecture & Technology, Xi'an 710055, P. R. China;
Abstract: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 of the parameters influence were presented.
Keywords:semi-infinite elastic foundation  rectangular plate with four free edges  steady vibration  interaction  analytical solution
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