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1)  cable-stayed steel pipe bridge
斜拉钢管桥
2)  steel cable-stayed bridge
钢斜拉桥
1.
Study on construction of long-span steel cable-stayed bridge;
大跨度钢斜拉桥的施工研究
2.
Stability analysis of long-span steel cable-stayed bridge
大跨度钢斜拉桥稳定性分析
3.
They are the schemesof steel cable-stayed bridge with one tower and two poles, or with two towers and one pole, or with twotowers and two poles.
考虑结构的非线性和构件的极限承载能力,并且计入施工过程变形和应力的叠加效应,对南京长江三桥初步设计方案(独塔双柱、双塔独柱和双塔双柱)钢斜拉桥进行了分析,重点研究了施工全过程中的结构稳定性问题。
3)  cable-stayed concrete filled steel tube arch bridge
斜拉钢管混凝土拱桥
1.
Using the finite element method,this paper computed and analyzed the stability of cable-stayed concrete filled steel tube arch bridge.
采用有限元法分析了横撑对斜拉钢管混凝土拱桥整体稳定性的影响。
4)  steel cable-stayed bridge with skewed tower
斜塔钢斜拉桥
5)  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
6)  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。
补充资料:宝鸡石油钢管厂大口径薄壁钢管的φ508排辊成形机组


宝鸡石油钢管厂大口径薄壁钢管的φ508排辊成形机组


  宝鸡石油钢管厂大口径薄壁钢管的中508排辊成形机组
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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