| 1. | Study of cable force optimization of completed cable - supported arch bridge of concrete - filled steel tubes
钢管混凝土拉索拱桥成桥索力优化研究 |
| 2. | Optimization of stayed - buckle cable forces during adjustment of the line - shape on long span arch bridge
大跨度拱桥拱肋线形调整中的扣索索力优化 |
| 3. | Basic calculate methods for rational cable force under dead load are expounded and summarizeded
对现有的斜拉桥合理成桥索力计算方法进行阐述和总结。 |
| 4. | Investigation of ansys - based nonlinear optimization of bridge - completing cable force of large - span cable - stayed bridges
的大跨度斜拉桥非线性成桥索力优化研究 |
| 5. | Calculation of cable forces under construction for cable stayed bridges considering structural geometric non - linearity
计入几何非线性影响的斜拉桥施工索力的确定 |
| 6. | The calculation and construction of cable force adjustment of gonghe cable - stayed bridge after closure are studied
对公和桥合拢后索力调整的计算及实施过程进行了深入研究。 |
| 7. | 2 ) calculation essence of reasonable cable force is equivalent to optimization calculation on force status of cable - stayed bridges under dead weight
2 )合理成桥索力计算实质是斜拉桥恒载受力状态的优化计算。 |
| 8. | This paper presents a method that the reasonable inclined cable forces during the construction process are determined by the target configuration of girder
本文提出了以主梁线形为控制目标的斜拉桥施工中张拉索力的确定方法。 |
| 9. | Finally the error of the line shape and the cable force at finished bridge state has been controlled in an ideal limitation
仙桃汉江公路大桥的施工控制应用表明效果较好，边跨合拢前的主梁线形和索力误差都控制在了理想的范围以内。 |
| 10. | Rational cable force can guarantee the structure safety in construction and make the structure ' s internal force reasonable after construction
斜拉索的索力合理与否直接决定了斜拉桥施工阶段结构的受力安全和成桥后结构内力的合理分布。 |
