| 弹性地基桥墩稳定性分析 |
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| 引用本文： | 刘进,邹银生,湛发益.弹性地基桥墩稳定性分析[J].铁道工程学报,2004(2):132-134. |
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| 作者姓名： | 刘进 邹银生 湛发益 |
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| 作者单位： | 湖南大学土木工程学院,湖南,长沙,410082 |
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| 摘 要： | 考虑地基弹性变形影响,用能量法对桥墩的稳定性作了详细的分析。并通过算例,得出了一些结论。
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| 关 键 词： | 桥墩 稳定分析 弹性地基 能量法 |
| 文章编号： | 1006-2106(2004)02-0132-03 |
| 修稿时间： | 2004年1月5日 |
A STABILITY ANALYSIS OF BRIDGE PIERS ON THE ELASTIC FOUNDATION |
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| LIU Jin,ZOU Yin-sheng,ZHAN Fa-yi
Civil Engineering College,Hunan University.A STABILITY ANALYSIS OF BRIDGE PIERS ON THE ELASTIC FOUNDATION[J].Journal of Railway Engineering Society,2004(2):132-134. |
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| Authors: | LIU Jin ZOU Yin-sheng ZHAN Fa-yi
Civil Engineering College Hunan University |
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| Abstract: | The deformation effect of foundation considered, the stability of continuous-rigid bridge is analyzed by means of energy method. And some conclusions are presented according to the results of an example. |
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| Keywords: | bridge pier stability analysis elastic foudation energy method |
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