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- through CFST arch bridge 下承式钢管混凝土拱桥
- Under the background of a long-span rigid-framed flexible CFST arch bridge, the catholicity method to compute the ultimate capacity is brought forward. 以某大跨度刚性梁柔性钢管硅拱桥为例，总结了具有较普遍意义的大跨度桥梁极限承载力计算方法。
- Based on that, a finite element program which solves temperature stress of CFST arch rib is made so that the temperature stress of CFST arch bridge is analyzed qualitatively. 在此基础上，编制求解钢管混凝土拱肋温度应力的有限元程序，定性分析了钢管混凝土拱桥的温度特性.
- Fifthly, the maximum of deflection, namely pre-arch of actual CFST arch bridge with deadweight and load of static test for complement has been simulated. 5、采用有限元方法对实际钢管混凝土拱桥在自重和成桥试验荷载作用下的最大挠度即预拱度进行了模拟。
- The construction method of non-bracket cable-stayed is often used in the long-span CFST arch bridges. 在钢管混凝土拱桥施工中,无支架缆索吊装斜拉扣挂法施工目前使用最多。
- Dynamic analysis of Nielsen CFST arch bridge 尼尔森体系提篮拱桥动力特性有限元分析
- Raw support cable hoisting method is adopted for the construction of most CFST arch bridges, which is developed into jack cable inclined pulling and buckling method later. 大部分钢管混凝土拱桥的施工采用无支架缆索吊装法,后来又发展到千斤顶钢绞线斜拉扣挂法。
- This will make much great windage and must take into account all the effects synthetically and systemicly.This thesis contains these contents of the control of CFST arch bridges’ rib shape mainly: 1. 而钢管混凝土拱桥拱肋吊装实际施工过程中，其刚度远较斜拉桥为低，很容易出现较大的偏差，必须综合系统地考虑各种影响因素，并且有必要对整个拱肋吊装过程进行纠偏控制。
- Load Test and Finite Element Analysis of CFST Arch Bridge 钢管混凝土拱桥成桥试验及有限元分析
- The Seismic Response Analysis of Long Span CFST Arch Bridge 大跨度钢管混凝土拱桥地震反应分析
- Arc Rib Alignment Control for Long-span CFST Arch Bridge 大跨钢管混凝土拱桥裸拱安装线形控制
- Effect of Rises-pan Ratio on Stability for CFST Arch Bridge 钢管混凝土拱桥矢跨比对稳定性影响的研究
- Static and dynamic loading test of half-through CFST arch bridge 中承式钢管混凝土拱桥静动载试验
- concrete-filled steel tubular arch bridge (CFST arch bridge) 钢管混凝土拱桥
- The Earch Surface of Earthquake Reaction of Big Span CFST Arch Bridge 大跨度CFST拱桥地震反应的地面运动模拟
- A Summarized Account of Shrinkage and Creep of Long- span CFST Arch Bridge 钢管混凝土拱桥收缩徐变问题综述
- Effect of Sloping Angle of Arch Rib on Stability for CFST Arch Bridge 钢管混凝土拱桥拱肋侧倾角对稳定性影响的研究
- The Nanpu rainbow bridge in Ezhou city of Hubei province is a concrete- filled steel tubular (CFST) tied rigid frame through arch bridge with a net span of 120m. 湖北鄂州市南浦虹桥为净跨120m下承式钢管混凝土刚架系杆拱桥。
- Suspending Placement of Steel Tubular Arch Truss Articulations of CFST Arch Bridge with Large Span 大跨度钢管混凝土拱桥钢管拱桁架节段吊装
- 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
