在此基础上，还对该拱桥的横撑布置、荷载工况、吊杆和拱肋刚度等影响因素展开讨论与研究。
On the basis, the influence of different factors such as the arrangement of the wind bracings, loading situations, suspender, the rigidity of the arch ribs is discussed.
结果表明，横撑的布置方式直接影响拱式组合体系的稳定性，而横撑刚度对全桥稳定性的影响不大。
The results show that the set of lateral braces has direct influence on stability of arch-style combination system, while the influence of lateral brace rigidity is slight.
分析一阶失稳形态和稳定系数的计算结果，探讨了横撑数量、样式、布置对稳定性的影响，并从理论上给予了解释。
The normal unstable modalities and stability factors are described. The effect of the transverse brace number, shape and arrangement are described as wel1, which are ana1yzed theoretically.
应用推荐