| 1. | Technique conditions of ppws for main cable of the suspension bridge
悬索桥预制主缆丝股技术条件 |
| 2. | Temperature effect on suspension bridge with non - pre - bias of cable - saddle
索鞍无预偏施工悬索桥主缆的温度效应 |
| 3. | Calculation of cable erection in suspension bridge with sliding saddles
具有滑移式散索鞍的悬索桥主缆架设分析 |
| 4. | Wind resistance of long - span suspension bridges using carbon fiber reinforced polymer cables
大跨度碳纤维复合材料主缆悬索桥的抗风性能研究 |
| 5. | Authors presented main cable safety factors assessment of long - span suspension bridges based on inverse reliability method
摘要提出了一种基于逆可靠度法的大跨悬索桥主缆安全系数评估方法。 |
| 6. | It consists of two parts , calculation of cable curve for suspension bridge and geometric nonlinear analysis of bridge structure
全文主要包括两大部分：悬索桥主缆线形计算部分和桥梁结构几何非线性分析部分。 |
| 7. | The research results indicate that it is the best plan for suspension rod to be constructed from main tower to side pier and for second dead load to be loaded before the bridge has been completed
4 .研究了主缆矢跨比、加劲梁刚度、主塔刚度、主缆抗拉刚度等结构参数变化对平胜大桥静力力学性能的影响。 |
| 8. | Relying on the project of sanchaji self - anchored suspension bridge , this thesis analyzes the calculating theory of the cable system and does some significant experimental research on the anchorage system of the self - anchored suspension bridge
本文依托长沙三汊矶自锚式悬索桥工程,对自锚式悬索桥的主缆系统计算理论、主缆锚固方式和锚固区受力特征进行了研究和试验。 |
| 9. | Using the finite element method considering the influence of the stiffened girder , the cable system of sanchaji self - anchored suspension bridge with the main span of 328m is calculated and analyzed based on the programme which programmed by apdl language
本文运用考虑加劲梁刚度影响的有限元法,基于ansys的apdl语言,编制了计算机程序,对主跨328m的三汊矶自锚式悬索桥的主缆系统进行了计算分析。 |
| 10. | The suspension bridge consists of the following parts : bridge tower , main cable , hanger rod , stiffened girder and anchor bank . in the past , analytic method based on the suspension mechanics was mostly adopted in stress analysis of suspension bridge
过去对悬索桥的受力分析多采用基于悬索力学的解析法，将主缆、加劲梁以及索塔各部分化整为零，对各部分的受力情况单独考虑，并且分别计算各自的内力。 |
