| 独柱墩直线梁与曲线梁抗倾覆稳定性对比分析 |
| |
| 引用本文： | 於文超,陈帝江. 独柱墩直线梁与曲线梁抗倾覆稳定性对比分析[J]. 公路交通技术, 2013, 0(5): 71-74 |
| |
| 作者姓名： | 於文超 陈帝江 |
| |
| 作者单位： | [1]江苏博创工程设计院有限公司,江苏宜兴214200 [2]宁波市公路管理局,浙江宁波315000 |
| |
| 摘 要： | 对独柱墩桥梁横向失稳倾覆机理进行分析，综述目前国内外规范针对桥梁上部结构抗倾覆稳定性计算的有关规定。结合某高架桥工程，选取桥梁位于直线段和曲线段的3跨1联（3×30m），分别对支座反力、支座底部混凝土强度和桥梁抗倾覆稳定系数进行验算，并对计算结果进行对比分析，所得结论对桥梁独柱墩设计具有一定的参考价值。
|
| 关 键 词： | 独柱墩 连续箱梁 横向失稳 倾覆 |
Comparative Analysis for Anti-overturning Stability Straight and Camber Beams of Single Column Pier |
| |
| YU Wenchao,CHEN Dijiang. Comparative Analysis for Anti-overturning Stability Straight and Camber Beams of Single Column Pier[J]. Technology of Highway and Transport, 2013, 0(5): 71-74 |
| |
| Authors: | YU Wenchao CHEN Dijiang |
| |
| Affiliation: | YU Wenchao, CHEN Dijiang |
| |
| Abstract: | This paper analyzes overturning mechanism bridges and summarizes the relevant provisions of current due to lateral instability of singlecolumn pier domestic and foreign specifications for calculation of anti-overturning stability of upper structures of bridges. In combination with some viaduct project, the paper selects 3 spans and 1 connection （3 ×30m） at straight and camber segments of the viaduct and conducts checking calculation for support reaction, bottom concrete strength of support and antioverturning stability coefficient of the viaduct, respectively, and performs comparative analysis for results of calculation. The drawn conclusions provide a certain reference values for design of single-column pier of bridges. |
| |
| Keywords: | single-column pier continuous box girders lateral instability overturning |
| 本文献已被 维普 等数据库收录！ |
|
