| 梁桥高墩计算长度的一种计算方法 |
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| 引用本文： | 李军,牟严松,严允中. 梁桥高墩计算长度的一种计算方法[J]. 城市道桥与防洪, 2009, 0(6) |
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| 作者姓名： | 李军 牟严松 严允中 |
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| 作者单位： | 中交公路规划设计院有限公司贵州分公司,贵州贵阳,550003;中交公路规划设计院有限公司贵州分公司,贵州贵阳,550003;中交公路规划设计院有限公司贵州分公司,贵州贵阳,550003 |
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| 摘 要： | 根据桥墩在多跨简支梁或连续梁桥上、下部结构体系中的刚度贡献确定墩柱的约束状态,采用欧拉理论的临时荷载稳定方程求解桥墩的计算长度。实桥算例表明,计算结果在合理范围内。这种计算方法可以获得较准确的计算长度,有关经验可供相关专业人员参考。
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| 关 键 词： | 桥墩 刚度 长度系数 |
A Calculation Method of Calculating Length of High Bridge Pier |
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| Li Jun,Mou Yansong,Yan Yunzhong. A Calculation Method of Calculating Length of High Bridge Pier[J]. Urban Roads Bridges & Flood Control, 2009, 0(6) |
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| Authors: | Li Jun Mou Yansong Yan Yunzhong |
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| Abstract: | Based on the rigidity of the piers for the multi-span simple-supported beam or in the superstructure and substructure systems of the continuous beam bridge,it is to determine the restricting status of pier pole.The temporary load stabilizing equation in Ola theory is used to solve the calculation length of pier.The example of calculating the practical bridge makes clear that the calculation result is within the reasonable range.This calculation method can achieve the more correct calculation length.The rela... |
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| Keywords: | pier rigidity length coefficient |
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