1.
Transfer Matrix Method for Shear Lag Analysis of Cable-stayed Bridge with Double Cable Plane and Wide-flange Beam
双索面槽型宽翼主梁斜拉桥剪力滞效应分析的传递矩阵法
2.
Fuzzy reliability design of the main beam of a bridge stayed by double-surface cables
双索面斜拉桥主梁的模糊可靠性设计
3.
Transverse Stress Research for Deck of Cable-stayed Bridge with Super-wide Single Cable Plane and Composite Beam
超宽单索面组合梁斜拉桥桥面板横向应力研究
4.
Research on Torsion Effect in Box Girder of Cable-Stayed Bridge with Single Tower and Single Cable Plane;
独塔单索面斜拉桥主梁扭转性能研究
5.
Research and Analyse on the Model Test of the Concrete Bridge Deck Slab of the Cable-Stayed Bridge;
斜拉桥混凝土主梁桥面板模型试验与分析
6.
Research on Shear Lag Effect in Box Girder of Cable-Stayed Bridge with Single Tower and Single Cable Plane;
独塔单索面斜拉桥箱形主梁剪力滞效应研究
7.
Dynamic and Seismic Response Analysis of Wide Deck and Dwarf-Tower Double Cable-Stayed Bridge;
双索面宽幅矮塔斜拉桥的动力特性及地震反应研究
8.
Study of Bearing Behavior for Main Beam of Single Pylon Cable-stayed Bridge Without Backstays;
独塔无背索斜拉桥主梁受载性能研究
9.
Girder Construction Technique of Single Tower Cable-stayed Curve Bridge Without Back Cable
独塔无背索弯坡斜拉桥主梁施工技术
10.
Study of 3D Effect of Cable-stayed Bridge with Double-triangle Side Box Girder
斜拉桥双边箱主梁空间受力特性研究
11.
Multi-cable stayed beam model and nonlinear vibration analysis of cable-stayed bridge
斜拉桥单梁-多索模型的非线性振动
12.
Research on Construction Technology for Inclined Pylon Double Plane Harp Cable Stayed Bridge without Back Cable;
斜塔双索面无背索斜拉桥施工技术研究
13.
Shear Lag Effects of Cable-stayed Bridge with П-shape Cross-section Main Girder
П形截面主梁斜拉桥剪力滞效应分析
14.
EFFECT OF GIRDER'S VIBRATION ON PERFORMANCE OF CABLE DAMPERS FOR CABLE-STAYED BRIDGES
斜拉桥主梁振动对拉索阻尼器减振效果的影响
15.
Study on Shear Lag Effect and Calculation Method of Main Girder with Box Cross Section for Single Cable Plane Cable-Stayed Bridge with Slanted Pylon of Maxin Bridge
马新大桥斜独塔单索面斜拉桥箱形主梁剪力滞效应及计算方法研究
16.
Dynamic Analysis of Cable Stayed Bridge with Single Tower,Single Cable and Wide Bridge Deck
独塔单索面宽斜拉桥空间动力行为研究
17.
Model Test for the Pylon of the Joint-Pylon Cable-Stayed Bridge with Four Planes of Cables and Twin Separate Girders
四索面双塔联体分幅斜拉桥塔结构模型试验研究
18.
Finite Segment Method for Wide-flange Beam Considering Both Shear Lag and Shear Deformation
槽型宽翼梁剪滞效应分析的有限段法