摘要
介绍中厚度层假设及其在弹性地基梁计算中的应用,给出了使用链杆法计算中厚度土层上的基础梁的计算公式,并对在中厚度层假设和其他几种假设下的计算结果进行了分析比较,得出了较为符合工程实际的结论。
This paper introduces the mild thickness assumption and its application in computation of elastic foundation beam. The computation formulae of foundation beam on middle thickness ground layer are presented by link method. Based on the analysis and comparison of the results under different computation assumptions, a conclusion according with actual engineering is drawn.
出处
《水运工程》
北大核心
2004年第5期25-28,共4页
Port & Waterway Engineering
关键词
中厚度层假设
链杆法
弹性地基梁
应用
mild thickness assumption
link method
beam on elastic foundation
application
