| 桥梁高墩截面形式探讨及其稳定性计算 |
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| 引用本文： | 刘日圣.桥梁高墩截面形式探讨及其稳定性计算[J].山西建筑,2007,33(35):14-15. |
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| 作者姓名： | 刘日圣 |
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| 作者单位： | 中交第二公路勘察设计研究院有限公司,湖北武汉,430052 |
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| 摘 要： | 讨论了桥梁高桥墩的截面形式，对工程中常用阶梯形高墩，依据结构稳定理论推导了常用支承情况下阶梯变截面墩柱的稳定方程，介绍了方程求解方法及求解中应注意的问题，可供设计部门参考。
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| 关 键 词： | 阶梯形 变截面 高墩 稳定性计算 |
| 文章编号： | 1009-6825(2007)35-0014-02 |
| 修稿时间： | 2007年7月6日 |
Discussion on the cross section types of high piers of bridge and stability calculation |
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| LIU Ri-sheng.Discussion on the cross section types of high piers of bridge and stability calculation[J].Shanxi Architecture,2007,33(35):14-15. |
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| Authors: | LIU Ri-sheng |
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| Affiliation: | LIU Ri-sheng |
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| Abstract: | The types of cross section of high piers of bridge are discussed.According to step type high pier commonly encountered as well as theory of structural stability the stability equation of step type piers with variable cross-section under normal supporting conditions is derived,at the same time questions deserving attention in solution procedure are pointed out,in order to provide references for designers. |
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| Keywords: | step type variable cross-section high pier stability calculation |
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