1.
Structure Behavioral Analysis of Concrete-Filled Steel Tubular Stiffening Frames Reinforced Half-Through Arch Bridge;
中承式钢管混凝土劲性骨架拱桥结构特性分析
2.
Research on Construction Stability of Concrete Filled Steel Tube Arched Bridge
钢管混凝土劲性骨架拱桥施工稳定性研究
3.
Creep and Shinkage Analysis of Reinforced Con crete Composited Arches of Stiffen Framework
钢筋混凝土劲性骨架拱桥徐变收缩分析
4.
Construction of a Large-span Concrete Filled Steel Tube Stiff Framework Arch Bridge
某大跨径钢管混凝土劲性骨架拱桥的施工
5.
Optimal Structural Design of "Stfc" Main Arch Rib During Construction Prior Period Based on Reliability;
钢管劲性骨架拱桥施工前期主拱肋结构优化设计
6.
Construction Simulation and Stability Analysis of Large Span of Concrete-filled Steel Tube Skeleton Arch Bridge;
大跨度钢管混凝土劲性骨架拱桥施工仿真计算与稳定分析
7.
Study on Key Technique of Rotation Construction of CFST Arch Bridge;
钢管混凝土劲性骨架拱桥转体施工关键技术研究
8.
Simulation Analysis on the Construction of CFST Arch Bridge;
劲性骨架混凝土拱桥施工阶段仿真分析
9.
The Construction Optimality and Stability Analysis of the Concrete Arch Bridge with Stiff Skeleton;
劲性骨架混凝土拱桥施工优化与稳定分析
10.
On the Calculation of Arch Bridges with Stiff Steel-pipe Concrete Framwork;
钢管混凝土劲性骨架箱肋拱桥的计算研究
11.
Stress Adjustment during Construction of Long Span Arch Bridge Bulit with Stiff Reinforcement
应力调整在劲性骨架法施工的大跨度拱桥中的应用
12.
Analysis on steel skeleton and climbing framework for construction of reinforced concrete arch rib
钢筋混凝土拱肋劲性骨架爬模施工分析
13.
Study on Mechanical Property of Reinforced Concrete Box Arch with Stiffness Frame of Minor Steel Tubes during Construction;
小钢管劲性骨架混凝土箱拱施工阶段力学性能研究
14.
Construction Control on Arch Rib Framework of a Long-span CFST Basket-type Arch Bridge;
大跨度钢管混凝土提篮拱桥拱肋骨架的施工控制研究
15.
Construction Stability Analysis of Long-Span Steel Box Truss Arch Bridge;
大跨度钢箱桁架拱桥施工稳定性分析
16.
Research on Local Stress and Fatigure Performance of Truss for the Concrete-Fille d Steel Tubular Arch Bridge
钢管混凝土拱桥桁架局部应力及疲劳性能研究
17.
Comparison and Choice of the Erection Schemes for the Steel-truss-girder-flexible-arch Mega Bridge over the Rongjiang River
榕江特大桥钢桁梁柔性拱架设方案比选
18.
Modal Analysis of Self-Vibration Characteristics of the long-span through CFST Arch Bridges
大跨度刚架系杆拱桥自振特性的模态分析