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一、绪言本学报第5卷第5期发表的杨先健先生的:关于“弹性地基上的阶形梁”的讨论(五)一文,笔者认为杨先生所建议的方法在推导公式过程中有很多错误,因此它的最后公式也是不对的,从它的基本认点出发必然的只能得到一般所熟知的以克雷洛夫函数表示的著名弹性地基梁的初参数公式,笔者根据扬先生文中的三条基本论点把公式推证如下,由于笔者对杨先生文章的领会不深可能有误,希杨先生和读者同志不吝指正。
I. INTRODUCTION Mr. Yang Xianjian, published in volume 5 of the 5th volume of the journal, discusses the discussion of the “order beam on elastic foundations” (Part 5). The author believes that the method suggested by Mr. Yang has a There are many mistakes, so its final formula is also wrong. From its basic point of view, it is inevitable that only the familiar parameters of the famous elastic foundation beam expressed by the Krylov function can be obtained. The author is based on Mr. Yang’s article. The three basic arguments evoke the formula as follows: Since the author’s understanding of Mr. Yang’s article is not deep, he may be mistaken. Mr. Xi Yang and readers are not correct.