1) cable-stayed pipeline bridge
斜拉管线桥
1.
Seismic response analysis of long-span cable-stayed pipeline bridge;
大跨度斜拉管线桥地震反应分析
2) cable stayed pipe bridge
斜拉索管桥
1.
Dynamic characteristics of cable stayed pipe bridge in pigging.;
大中型斜拉索管桥清管动力特性分析
3) cable-stayed pipeline bridge
斜拉索管桥
1.
Analysis of simulative test data for pigging operation of cable-stayed pipeline bridge.;
斜拉索管桥清管模拟实验数据测试与分析
2.
According to the actual structure characteristics of a cable-stayed pipeline bridge,a three di-mensional finite element mathematical model is developed.
根据斜拉索管桥的实际结构特点,建立了三维有限元计算模型。
3.
Three main nonlinear influencing factors for the long-span cable-stayed pipeline bridge are introduced.
介绍了影响大跨度斜拉索管桥几何非线性的3个主要影响因素,基于有限位移理论,考虑几何非线性影响因素,建立了大跨度斜拉索管桥在恒载以及斜拉索初始张力作用下的有限元模型。
4) cable-stayed steel pipe bridge
斜拉钢管桥
6) curved cable-stayed bridge
曲线斜拉桥
1.
The curved cable-stayed bridge is becoming more and more popular because of its graceful shape and adaptability to the selection of the line of the highway and railway.
曲线斜拉桥以其优美的造型和对高等级公路和铁路的道路选线适应性强等优点越来越受到工程界的青睐,在城市中小跨径桥梁中将会是一种极具竞争力的方案。
2.
Based on Guijiugou Bridge,the influences of main beam and main tower anchorage with offsets toward outboard curve and the main pier bearing with offsets toward inboard curve on mechanical state of curved cable-stayed bridge are analyzed by FEM.
曲率的影响使曲线斜拉桥受力复杂,可采用主梁锚固点偏移、主塔锚固点偏移以及支座偏移等特殊构造改善其力学性能。
补充资料：济南黄河斜张桥
| 济南黄河斜张桥 中国大跨度预应力混凝土公路斜张桥 。位于济南市北。1981年建成。正桥5孔，长488米，其中主跨 220济南黄河斜张桥米，引桥51孔。全桥长2022.8米，桥面车行道宽15 米，两侧人行道各2 米。主桥在墩塔左右按扇形对称布置斜缆索11对。索塔在立面上呈倒丫字形，全高68 米。采用塔墩固结、塔梁分离的悬浮体系。主梁用两个带风嘴的半封闭双室箱形断面，纵向、竖向均设有预应力钢筋。
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参考词条