1.
The Study of the Long-span Continuous Composite Steel-concrete Bridge s Mechanical Characteristics;
大跨径钢—混凝土组合梁桥性能研究
2.
Shear Resistance Behavior Analysis of High Strength Steel-Concrete Composite Bridges;
高强钢—混凝土组合梁桥抗剪性能分析
3.
Research in Flexural Load Capacity for High Strength Composite Steel-Concrete Beam Bridge;
高强钢—混凝土组合梁桥抗弯承载力研究
4.
Probabilistic Limit State Design Method of Composite Steel-Concrete Beam Bridges;
钢—混凝土组合梁桥概率极限状态设计方法研究
5.
Anti-corrosive Technology of Coastal Large-span Steel-concrete Compound Beam Bridge
沿海大跨度钢—混凝土组合梁桥防腐工艺技术
6.
Bearing Capacity Reliability Analysis of Steel-concrete Composite Bridge
钢-混凝土组合桥梁承载力可靠度分析
7.
Research and Application of Externally Prestressed Steel-Concrete Composite Girder Bridges
体外预应力钢-混凝土组合梁桥的应用与研究
8.
Study on Structural Behavior of Prestressed Steel-concrete Composite Beam Bridge;
预应力钢-混凝土组合梁桥结构行为研究
9.
The Study on Structural Performance of Cable-Stayed Bridges with Steel-Concrete Combined Box Girder;
钢—混凝土组合箱梁斜拉桥结构性能研究
10.
The Test Study on Connections of Continuous Composite Steel-Concrete Beam Bridges;
连续组合梁桥钢与混凝土连接试验研究
11.
Research on Prestressing Effects of Prestressed Steel-concrete Composite Continuous Beam Bridge;
预应力钢—混凝土组合连续梁桥预加力效应研究
12.
Research on the Design of Big Span Composite Steel-Concrete Continuous Beam;
大跨径钢—混凝土连续组合梁桥设计研究
13.
On Stress Performance Experiment & Analysis for Steel Pipe Concrete Beam-arch Combined Bridge
钢管混凝土梁拱组合桥受力性能试验和分析
14.
Field Test and Theoretic Analysis of an Old Bridge Widened with Steel-Concrete Composite Beams
钢-混凝土组合梁加宽旧桥的实测与理论分析
15.
Design Experiences on Some 2～30 m Steel Box-Concrete Combined Girder Bridge
某2～30m钢箱-混凝土组合梁桥的设计体验
16.
Research on Static Load Capacity for Curved Steel-Concrete Composite Girder Bridge
某曲线钢-混凝土组合梁桥的静力性能分析
17.
Research on the Ralationship of Span and Stiffness,Span and Design Span-High Ratio in a Curved Steel-Concrete Composite Girder Bridge
曲线钢-混凝土组合梁桥的跨度与桥梁刚度及设计跨高比相关关系
18.
The Research on Composite Effect of Steel-Concrete Beam of Long-Span Composite Girder Cable-Stayed Bridge;
大跨度结合梁斜拉桥的钢—混凝土主梁组合效应研究