【摘要】 系统介绍弹性地基上结构物的傅里叶级数解法问题。研究表明,傅里叶级数加补充项的方法求解弹性地基结构甚至非线性问题的无拉力Winkler弹性地基结构比较有效而且普遍适用。更多还原

【Abstract】 In this paper the method of Fourier series solution for elastic foundation structures and its development were presented systematically. It was shown by investigation that the method of employing Fourier series with supplementary terms is an efficient and generally applicable approach for solving elastic foundation structures even for the weak nonlinear problems of tensionless Winkler foundation structures.更多还原