| 截面按指数规律变化梁的稳定性研究 |
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| 引用本文： | 郭作杰. 截面按指数规律变化梁的稳定性研究[J]. 佳木斯大学学报, 1997, 0(3) |
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| 作者姓名： | 郭作杰 |
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| 作者单位： | 常德电视大学 |
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| 摘 要： | 应用Bessel函数导出了截面按指数规律变化梁的临界荷载公式．
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| 关 键 词： | 指数规律 稳定性 临界荷载 |
STUDY ON THE STABILITY OF A BEAM FOR ITS SECTION EXPONENTIALLY CHANGING |
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| Guo Zuojie. STUDY ON THE STABILITY OF A BEAM FOR ITS SECTION EXPONENTIALLY CHANGING[J]. Journal of Jiamusi University(Natural Science Edition), 1997, 0(3) |
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| Authors: | Guo Zuojie |
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| Affiliation: | Chang senior College 415000 |
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| Abstract: | In relation to a beam whose section exponentially changes.a formulais derived using Bessel function for calculationg its critical loas. |
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| Keywords: | exponentially stability critical load |
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