1.
Discussion on the Approximate Calculation Method for the Space Bending Angle in Continuous Curved Bridge
对连续弯梁桥空间转角近似计算方法的探讨
2.
Research on the Key Technologies of Construction Control for Long-span Curved Continuous Girder Bridge;
大跨度连续弯梁桥施工控制关键技术研究
3.
The Quantitative Analysis of the Continuous Box Girder Bridge on Heyuan Highway Road
河源大道跨线桥连续弯梁桥的抗震分析
4.
Test Research into the P.C. Continuous Curved Box Girder Bridge;
预应力混凝土连续弯箱梁桥试验研究
5.
Study on the Bending and Torsion Deformation of Continuous Prestressed Concrete Curved Box-Girder;
预应力混凝土连续弯箱梁桥弯扭变形的研究
6.
The equation of five moments of continuous beam with step cross section on the elastic support
阶梯状变截面弹性支座连续梁的五弯矩方程
7.
ANALYSIS OF CURVED CONTINUOUS BOX-GIRDER BRIDGES WITH VARIOUS PLATE THICKNESS BY DOUBLE SPLINE SUBDOMAIN METHOD
双样条子域法分析变截面连续弯箱梁桥
8.
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
9.
Research about Lateral Displacement and Torsional Distortion of P.C. Continuous Curved Box Girder;
预应力混凝土连续弯箱梁的侧向位移研究
10.
Research on the Tensioning Sequence of the Steel Wires of P.C. Continuous Curved Box Girder;
连续弯箱梁桥预应力钢束张拉次序研究
11.
Research on Flexural Behavior of HPS-HSC Continuous Composite Beams
高性能钢—高强混凝土连续组合梁抗弯性能研究
12.
Probe on Bent-down Bundles and Inclined Cracks of Large-span Continuous Beam Webs
大跨径连续梁腹板下弯束与腹板斜裂缝探讨
13.
Discussion on Prestress Dealing with Negative Moment Area in the Continuous Combination Beam
用预应力处理连续结合梁中负弯矩区的探讨
14.
Design method of moment distribution of concrete continuous beam strengthened with CFRP
碳纤维加固混凝土连续梁弯矩重分布设计方法
15.
Flexural Performance of RC Continuous Beams Strengthened with CFRP Sheets;
碳纤维布加固混凝土连续梁抗弯性能的试验研究
16.
Construction Technology for Preflexed Composite Continuous Bridge of Shenzhen University City;
深圳大学城预弯钢—混凝土组合连续梁桥施工技术
17.
Mechanical Behaviors Analysis of the Prestressed Concrete Box Girder Bridge's Negative Moment Area
预应力混凝土连续箱梁负弯矩区力学性能的分析
18.
RESEARCH ON THE BENDING MOMENT COEFFICIENT OF THE ELASTIC CONTINUOUS BEAM WITH EQUIDISTANT TWO POINTS LOAD
三分点集中荷载作用下连续梁弯矩系数取值研究