This paper deals with the flexural vibration of arbitrary quadrilateral plates with moderate thickness resting on elastic foundations.
本文研究弹性基础上任意四边形中厚板的横向振动问题。
This paper gives a general solution of differential equation for solving bending problem of rectangular plates on elastic foundations.
本文建立了弹性地基上的矩形板弯曲微分方程的一般解。
The analysis of the thick rectangular plates with free edges on elastic foundations has been a topic of interest for a number of researchers for many years.
弹性地基上厚板的分析多年来是研究者感兴趣的一个问题，但是对于四边自由的问题却至今没有解决。
The general expression for the lateral vibration frequency equations of compressed straight bars with constant cross section on elastic foundations is deduced in this paper.
推导出弹性地基上的等截面受压直杆横向振动频率方程的一般表达式。
The methods to calculate roll elastic deformations include the influence coefficient method, the method of beams on elastic foundations and the method combining the two above.
计算轧辊弹性变形的主要方法有影响函数法，弹性基础梁法和结合前两种方法的综合法。
This paper is concerned with the theoretical investigation of the bending and frees vibrations problems of moderately thick shallow spherical shells on the Winkler elastic foundations.
本文是对文克勒弹性地基上中厚度扁球壳的弯曲与自由振动问题的理论性研究。
Based on the author's recent work, a detailed discussion has been given in this paper on the static responses of multilayered elastic foundations to general surface loading and body force.
基于作者最近的工作，本文对一般表载及体力作用下的多层弹性地基的静态响应问题给予了较详细的讨论。
In this paper a general form of analytical solutions to the bending problems for orthotropic rectangular thin plates on elastic foundations is proposed, going on the promise of Winkler's assumption.
本文提出了在文克勒假设前提下，弹性地基上正交各向异性矩形薄板弯曲问题解析解的一般格式。
In this paper a general form of analytical solutions to the bending problems for orthotropic rectangular thin plates on elastic foundations is proposed, going on the promise of Winkler's assumption.
本文提出了在文克勒假设前提下，弹性地基上正交各向异性矩形薄板弯曲问题解析解的一般格式。
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