| 引用本文: | 王秀兰,徐岳,柴生波.三塔悬索桥主缆与中塔鞍座抗滑简化计算方法[J].哈尔滨工业大学学报,2016,48(9):70.DOI:10.11918/j.issn.0367-6234.2016.09.013 |
| WANG Xiulan,XU Yue,CHAI Shengbo.Simplified calculation method of anti-slip stability between main cable and saddle of three-tower suspension bridges[J].Journal of Harbin Institute of Technology,2016,48(9):70.DOI:10.11918/j.issn.0367-6234.2016.09.013 |
|
| 摘要: |
| 为研究三塔悬索桥主缆与鞍座的抗滑特性，给出了三塔悬索桥主缆抗滑安全系数的简化计算方法. 考虑活载作用下塔、缆变形以及加载跨与非加载跨主缆内力的平衡关系，推导鞍座处主缆抗滑安全系数的解析计算公式；建立有限元模型对公式进行验证；研究垂跨比、塔缆刚度比、恒活载比、跨径等主要设计参数对主缆抗滑安全系数的影响. 研究表明：该公式可用于悬索桥初步设计阶段主缆抗滑安全系数的估算，能够为设计参数的合理取值提供理论依据. 主缆抗滑安全系数随着塔缆刚度比增大而减小，当塔缆刚度比小于3时，增大塔缆刚度比，主缆抗滑安全系数迅速减小，当塔缆刚度比大于3时，塔缆刚度比对主缆抗滑安全系数影响较小；垂跨比对主缆抗滑安全系数的影响取决于桥塔刚度；主缆抗滑安全系数随着恒活载比值及跨径增大而增大.
|
| 关键词: 悬索桥 三塔 解析法 抗滑 主缆 |
| DOI：10.11918/j.issn.0367-6234.2016.09.013 |
| 分类号:U448.25 |
| 文献标识码:A |
| 基金项目:国家自然科学基金(51608440) |
|
| Simplified calculation method of anti-slip stability between main cable and saddle of three-tower suspension bridges |
|
WANG Xiulan1, XU Yue1, CHAI Shengbo2
|
|
(1.School of Highway,Chang’an University, Xi’an 710061,China; 2.School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054, China)
|
| Abstract: |
| To study anti-slip characteristics of main cable and saddle of three-tower suspension bridges,a simplified calculation method for calculating anti-slip factor was proposed. Analytical formulas for calculating anti-slip factor were deduced and finite element models were established to verify formulas. The effects of some important design parameters on the anti-slip factor were studied. Analysis shows that the analytical method has a high accuracy,which can be used in preliminary design of three-tower suspension bridges. With the ratio of tower and cable stiffness increasing,the anti-slip factor decreases; when the ratio of tower and cable stiffness is less than 3,changing the ratio of tower and cable stiffness has a great influence on the anti-slip factor. When the ratio of tower and cable stiffness is more than 3,the anti-slip factor is not sensitive to the ratio of tower and cable stiffness. Effect of sag-to-span ratio to the anti-slip factor depends on the tower stiffness. With the increment of span length and the ratio of dead load and live load,the anti-slip factor increases.
|
| Key words: suspension bridge three-tower analytic method anti-slip main cable |
