1.
Nonlinear Finite Element Study of Continuous Prestressed Composite Beams;
预应力组合连续梁非线性有限元研究
2.
Study on Deformation Capacity of Continuous Steel-Concrete Composite Beams Pre-stressed with External Tendons;
体外预应力钢—混凝土组合连续梁的变形计算
3.
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
4.
Research on Prestressing Effects of Prestressed Steel-concrete Composite Continuous Beams;
预应力钢—混凝土组合连续梁预加力效应研究
5.
Research on Computational Method for Strain Difference in Combinatorial Continuous Girder Prestressed Externally
体外预应力组合连续梁应变差计算方法的研究
6.
Experimental Study on Interface Slip of Double Steel-concrete Composite Continuous Beams
钢-混凝土双面组合连续梁界面滑移试验研究
7.
Study on Closure Proposal for Tie Beam Bridge with Combination of Continuous Rigid Frame
连续—刚构组合体系梁桥合龙方案研究
8.
Design of a Long Span Hybrid System Bridge of Continuous Girder and Basket Handle Arch
大跨度连续梁-提篮拱组合体系桥设计
9.
The Study on Connections Design Method of Large-span Continuous Composite Box Girder Bridges;
大跨度连续组合箱梁桥连接件设计方法研究
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.
Study on the Joints of Composite Beam and Continuous Compound Spiral Hoop Reinforced Concrete Column;
组合梁与连续复合螺旋箍混凝土柱节点研究
12.
Study of Closure Technics for Long Span PC Bridges of Rigid Frame Combined Continuous Beam;
大跨PC刚构—连续组合梁桥合拢技术研究
13.
Experiments and Theoretic Research on Behavior of Continuous Composite Beams;
钢—混凝土连续组合梁性能的试验及理论研究
14.
Moment Redistribution in Prestressed Continuous Steel-concrete Composite Beams with External Tendons;
体外预应力钢—混凝土连续组合梁的弯矩调幅
15.
Study on Bearing Capacity of Twice-prestressed Composite Structure Continuous Beam;
二次预应力组合结构连续梁承载力试验研究
16.
Investigation of Long Span Combination System of Rigid Frame and Continuous Girder;
大跨度刚构一连续梁组合体系研究与分析
17.
Analysis of the Bearing Capacity and Stress Re-distribution of the D-Steel-Concrete Composite Beam;
双层连续组合梁承载力及内力重分布的研究
18.
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