| 独柱墩弯桥抗倾覆稳定性分析 |
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| 引用本文： | 宋庆瑞. 独柱墩弯桥抗倾覆稳定性分析[J]. 交通标准化, 2014, 0(13): 142-145 |
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| 作者姓名： | 宋庆瑞 |
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| 作者单位： | 山西省公路局晋中分局; |
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| 摘 要： | 现浇箱梁独柱墩弯桥具有整体性能好、抗扭刚度大以及视觉通透、外形美观等优点。但结构的受力特点又决定了其抗倾覆稳定性对结构的安全性能存在极大影响。通过对某独柱墩连续箱梁弯桥结构抗倾覆稳定性进行验算，分析其原因，为消除相应桥型的安全隐患提供了依据。
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| 关 键 词： | 连续箱梁独柱墩弯桥 偏载 抗倾覆稳定性 反力 |
Overturning Resistant Stability of Curved Bridge with Single Column Pier |
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| SONG Qing-rui. Overturning Resistant Stability of Curved Bridge with Single Column Pier[J]. Communications Standardization, 2014, 0(13): 142-145 |
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| Authors: | SONG Qing-rui |
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| Affiliation: | SONG Qing-rui (Shanxi Highway Bureau, Jinzhong Branch, Jinzhong 030600, China) |
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| Abstract: | Box girder with single column pier has a better overall performance and torsional stiffness. At the same time, it has a good sight and good looking. However, the mechanical characteristics decide that its overturning resistant stability has great influence on the security of the structure. The paper calculates the overturning resistant stability of a continuous box girder bridge with single column pier to analyze the reasons of capsizes. It has big benefit to eliminate the hidden dangers of this kind of bridges. |
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| Keywords: | continuous box girder with single column pier partial load overturning resistant stability counter-force |
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