1)  single-column pylon of single-cable-plane-cable-stayed bridge
独塔单索面斜拉桥
2)  single tower
独塔
1.
Through scheme comparison the plan that adopts two span single tower cable-stayed bridge is drown out for Dongjiang Large Bridge.
经过多种方案比选,广州东江特大桥主桥拟定采用两跨独塔部分斜拉桥方案,介绍了该结构方式的特点并对其主要结构进行分析计算,证明该方案符合适用、经济、安全和美观的设计原则。
2.
For cable stayed bridge of single tower cooperative system that are often used in practice,the cable tower and beam s character of this system in deflection and mechanics from the length without cable and the ratios of depth of beam to main span is analyzed.
对于工程中常见的独塔不对称协作体系 ,从主跨无索区长度及主梁的高跨比着手 ,分析协作体系斜拉桥索、塔、梁的受力及变形状态 ,对上述设计参数提出合理的取值范围。
3)  Single tower symmetry
独塔对称
4)  cable-stayed bridge with single tower
独塔斜拉桥
1.
Taking a cable-stayed bridge with single tower named Xiantao Han River Bridge as an example,the dynamic characteristics similarities and differences of cable-stayed bridges with single tower under five different boundary conditions are analyzed.
以独塔斜拉桥仙桃汉江大桥为例,分析比较了独塔斜拉桥在5种不同的边界条件下动力特性的异同,讨论了不同的结构型式对独塔斜拉桥动力特性的影响。
2.
The cable-stayed bridge with single tower has got more and more recognition because of its economical and aesthetic.
独塔斜拉桥由于其经济、美观等优点而越来越得到广泛的应用。
3.
The cable-stayed bridge with single tower usually includes two types: bilateral symmetry and bilateral asymmetry.
独塔斜拉桥一般分为两跨对称式和两跨不对称式两种,实际工程中由于地质、地形、水文等情况,往往采用两跨不对称形式。
5)  single pylon cable-stayed bridge
独塔斜拉桥
1.
In this paper,a three-dimensional finite element model is adopted to analyze a single pylon cable-stayed bridge with a wide main girder, and the normal stress non-uniform distribution in the main girder is studied.
采用三维实体有限元模型,对一座宽箱梁预应力混凝土独塔斜拉桥在恒载作用下主梁断面的正应力不均匀分布进行了研究,得出一些有益的结论,为同类桥梁的设计提供了参考。
2.
Based on preliminary design scheme of the Taijiang Bridge, a transverse steel-arch single pylon cable-stayed bridge, in Sanming City, Fujian Province, which is planed to build, the author simulates all kinds of structural members, such as girders, pylons, cables, piers, tendons and basements, and builds up the integrated finite element model .
论文简要介绍了特色斜拉桥的发展情况和横向钢拱独塔斜拉桥的设计情况。
6)  single-tower cable-stayed bridge
独塔斜拉桥
1.
The dynamic analyses of the south-channel single-tower cable-stayed bridge during construction and service are conducted by adopting a single beam mechanical model.
采用单梁法力学计算模型对杭州湾南航道独塔斜拉桥成桥状态及施工状态进行动力特性分析,并通过节段模型风洞试验方法进行了测振试验和静三分力试验,即可测定颤振临界风速、气动导数、涡激振动响应、抖振响应和静力三分力系数,据此分析评估该桥的抗风性能。
参考词条
补充资料：独生独死独去独来
【独生独死独去独来】
　（术语）谓死生之际，唯为自己一身也。无量寿经下曰：“人在世间爱欲之中，独生独死，独去独来，当行至趣苦乐之地。”
说明：补充资料仅用于学习参考，请勿用于其它任何用途。