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1)  small catenary cable bridge
小垂度悬索桥
2)  cable deflection
小垂度索
1.
Based on function and considering geometric nonlinearity of cable, the paper presented cable deflection equation.
利用δ广义函数定义,考虑了索的几何非线性、建立小垂度索的平衡微分方程,通过直接积分法求得安装阶段和使用阶段索的轴线方程的样条函数表达式,安装阶段考虑荷载的影响;使用阶段按本文的挠度理论计算更符合实际。
3)  super-span suspension bridges
特大跨度悬索桥
4)  long-span suspension bridge
大跨度悬索桥
1.
Wind stability of long-span suspension bridges using carbon fiber reinforced polymer cables;
应用碳纤维缆索的大跨度悬索桥抗风稳定性研究
2.
Analysis of the nonlinear aerostatic stability of a long-span suspension bridge under yawed wind
斜风作用下大跨度悬索桥非线性静风稳定分析
3.
To gain understanding of the applicability of carbon fiber reinforced polymer(CFRP) cable in long-span suspension bridges,a 1490 m suspension bridge using CFRP cables is established,in which the cable s section is determined by the equivalent axial stiffness,the dynamic behavior,the aerostatic and aerodynamic stability of the bridge are analyzed by 3D non-linear computation theory.
为了探讨碳纤维复合材料缆索在大跨度悬索桥中应用的可能性,以主缆等轴向刚度为原则,拟定了一座主跨为1 490 m的碳纤维复合材料主缆悬索桥,并运用三维非线性计算理论进行了动力特性、静风和空气动力稳定性的分析。
5)  large-span suspension bridge
大跨度悬索桥
1.
Research on Completion States and Dynamic Characteristics of Large-span Suspension Bridges;
大跨度悬索桥成桥状态及动力特性研究
2.
This paper used finite analysis software to study the form-finding of large-span suspension bridge and stressed characteristics before,in and after construction,gained the displacement of the midspan nodes in every stage.
借助大型有限元分析软件研究特大跨度悬索桥索的找形,根据施工前、施工阶段及运营阶段的受力特性,得到在每一阶段跨中节点的位移,为实际的悬索桥的施工提供了依据,也为大跨度悬索桥的后续受力分析,如移动荷载作用、风荷载作用以及地震力的作用提供了前提和保证。
6)  super-long-span suspension bridge
超大跨度悬索桥
1.
Runyang Suspension Bridge(RSB) with a main span of 1 490 m was taken as an example,and the multi-scale finite element(FE) modeling method on super-long-span suspension bridges oriented to structural health monitoring and safety assessment was proposed.
以主跨1 490 m的润扬悬索桥为研究对象,提出了面向结构健康监测及安全性评价的超大跨度悬索桥多尺度有限元模拟方法。
补充资料:悬度
1.谓无根据地揣测﹑估计。
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