1) Concrete-Filled Steel-Tube Arch Bridge(CFST arch bridge)
钢管混凝上拱桥
2) deck type CFST arch bridge
上承式钢管混凝土拱桥
1.
In order to study the seismic response of deck type long-span concrete filled steel tube(CFST) arch bridge,taking Qian′an seismic wave and EI Centro wave were taken as the input waves,Zhijinghe Great Bridge,which is the deck type CFST arch bridge with 430 m span,was analyzed with computation program ANSYS.
为研究上承式大跨度钢管混凝土拱桥的地震反应性能,以大型有限元计算软件ANSYS为平台,分别以纵向+竖向和横向+竖向迁安波与EI Centro波作为输入地震波,对跨径为430 m的上承式钢管混凝土拱桥——支井河特大桥进行了地震反应分析。
3) concrete filled steel tubular arch bridge
钢管混凝土拱桥
1.
Analysis on rib rigidity of concrete filled steel tubular arch bridge;
钢管混凝土拱桥拱肋刚度设计取值分析
2.
Application of cable erection and strayed knotting method to construction of concrete filled steel tubular arch bridge;
缆索吊装斜拉扣挂法在钢管混凝土拱桥施工中的应用
3.
The development of concrete filled steel tubular arch bridge and concrete filled steel tubular compound arch bridge;
钢管混凝土拱桥与钢管混凝土复合拱桥的发展
4) concrete-filled steel tube arch bridge
钢管混凝土拱桥
1.
Influence of the rise-span ratio on the mechanical behavior of the concrete-filled steel tube arch bridge;
矢跨比对钢管混凝土拱桥受力性能的影响
2.
Analysis of load capacity of new-style joints between cable and concrete-filled steel tube arch bridge;
吊索与钢管混凝土拱桥新型节点承载性能分析
3.
Calculation method for optimizing the installation process of concrete-filled steel tube arch bridge;
钢管混凝土拱桥吊装过程的最优化计算分析
5) concrete-filled steel tubular arch bridge
钢管混凝土拱桥
1.
Applications of self-compacting concrete in concrete-filled steel tubular arch bridges;
自密实混凝土在钢管混凝土拱桥中的应用
2.
Nonlinear Analysis for Stability of Concrete-filled Steel Tubular Arch Bridge
钢管混凝土拱桥空间稳定非线性分析
3.
This article illustrated construction techniques of arch rib assembling of concrete-filled steel tubular arch bridge with great span.
通过对大跨度钢管混凝土拱桥拱肋分段扣挂悬拼施工的介绍,利用吊装扣挂体系的几何关系,推导出交界墩墩顶水平位移与拱肋标高改变值之间的关系表达式。
6) CFST arch bridge
钢管混凝土拱桥
1.
Analysis on ultimate load-bearing capacity of largespan half-through CFST arch bridge;
大跨中承式钢管混凝土拱桥极限承载能力
2.
Seismic behavior analysis of a 5-span continuous half-through CFST arch bridge;
5跨连续中承式钢管混凝土拱桥抗震性能分析
3.
Considering the Material Non-linearity Analysis Theory of the Relative Glide of CFST Arch Bridge;
考虑材料相对滑移的钢管混凝土拱桥非线性分析理论
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。
参考词条