elastic half-space foundation model 谈弹性半空间地基模型
half-space foundation 半空间地基
elastic half-space foundation 弹性半空间地基
elastic half space foundation 弹性半空间地基
tensionless half-space foundation 无拉力半空间地基
lines on elastic half-space foundation 弹性半空间地基上
half-space elastic foundation 弹性半无限空间
half infinite space foundation 半无限地基
elastic half-space solid foundation 弹性半空间体地基
In this paper, the vertical forced vibration of dynamic foundation on viscoelastic layered half space was studied in detail.
本文较深入地研究了层状粘弹性半空间上刚性圆形基础的垂直振动问题。
The negative moment of the beam can not be concluded by the method based on the half-space elastic foundation theory, but the negative moment is proved by the numerical analysis.
基于弹性半无限空间的幂级数法不能计算格构梁上的负弯矩区段，与数值分析的结果不符。
The responses of plate on elastic half-space foundation under loads are analyzed by PFSEM and MATLAB is used to program second order statistics of displacement of plate.
采用随机有限元-无穷元耦合模型分析弹性半空间地基板在载荷下的响应题目是可行的；
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