| 中厚度层假设在弹性地基梁计算中的应用 |
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| 引用本文： | 刘国辉,胡立万. 中厚度层假设在弹性地基梁计算中的应用[J]. 水运工程, 2004, 0(5): 25-28 |
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| 作者姓名： | 刘国辉 胡立万 |
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| 作者单位： | 大连理工大学,土木水利学院,辽宁,大连,116023 |
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| 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。
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| 关 键 词： | 中厚度层假设 链杆法 弹性地基梁 应用 |
| 文章编号： | 1002-4972(2004)05-0025-04 |
| 修稿时间： | 2003-11-21 |
Mild Thickness Assumption in Elastic Foundation Beam Computation |
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| LIU Guo-hui,HU Li-wan. Mild Thickness Assumption in Elastic Foundation Beam Computation[J]. Port & Waterway Engineering, 2004, 0(5): 25-28 |
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| Authors: | LIU Guo-hui HU Li-wan |
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| Abstract: | 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. |
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| Keywords: | mild thickness assumption link method beam on elastic foundation application |
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