The Principle and Application of the Static Analysis of Continuum Beam on Elastic Foundation

HUAN Juan-qian

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The Principle and Application of the Static Analysis of Continuum Beam on Elastic Foundation

更新时间：2026-05-27

- The Principle and Application of the Static Analysis of Continuum Beam on Elastic Foundation
- Vol. 24, Issue 1, Pages: 53-55(2007)
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- Online First：01 February 2007，
  
  Published：2007
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黄卷潜. 连续弹性地基梁静力分析的原理和运用[J]. 广东工业大学学报, 2007, 24(1): 53-55.

HUAN Juan-qian. The Principle and Application of the Static Analysis of Continuum Beam on Elastic Foundation[J]. 2007, 24(1): 53-55.
黄卷潜. 连续弹性地基梁静力分析的原理和运用[J]. 广东工业大学学报, 2007, 24(1): 53-55. DOI：

HUAN Juan-qian. The Principle and Application of the Static Analysis of Continuum Beam on Elastic Foundation[J]. 2007, 24(1): 53-55. DOI：

摘要

根据结构分析中的虚功原理推导弹性地基梁位移计算的一般公式

介绍了连续弹性地基梁的静力分析方法.经验证

其计算结果与有限元分析结果一致

证明了该公式的正确性.

Abstract

Based on the visual work principle of structure analysis

a general formula for the displacement calculation is deduced for the static analysis of the beam on elastic foundation.The static analysis method is introduced for this kind of continuum beams.The finite element method is also used to compute such structures.The result is the same

so the correctness of the formula proposed is proved in this paper.

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references

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刘畅,郑刚. 地基不均匀沉降对上部结构影响的弹性支承分析法[J]. 建筑结构学报. 2004(04)

胡坚,李永盛. 弹性地基上梁的非线性分析[J]. 土工基础. 1999(04)

范慕辉,石铁君. 弹性地基梁的一种数值方法[J]. 河北工业大学学报. 1996(03)

黄平明,邵容光,刘宗林. 弹性支承单跨斜梁的分析研究[J]. 中国公路学报. 1996(01)

袁祥忠,梁政. 弹性地基梁的一种解法[J]. 力学与实践. 1984(04)

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