1.
Study on Practical Calculation Method for Skew Slab Bridge Based on JTG D60-2004;
基于JTG D60-2004规范的斜板桥实用计算方法研究
2.
Research on Loaded Behavior of Integral Abutment Slab Bridge with Skew Angle under Temperature Load;
温度荷载作用下整体式桥台斜板桥的受力性能研究
3.
The research on the bridge slab transverse stress analysis of the ribbed plate concrete cable stayed bridge
肋板式混凝土斜拉桥桥面板横向应力分析研究
4.
Load-carrying capacity analysis of a skew prestressed hollow slab bridge after widening construction
斜交预应力空心板桥拓宽承载力分析
5.
Cause Analysis of Girder's Lengthways Cracks of Some Cable-Stayed Bridge
某斜拉桥主梁底板纵向裂缝成因分析
6.
Analysis of the combination of plate-truss cable-stayed bridge non-linear analysis of space
板桁结合斜拉桥空间非线性静力分析
7.
The Analysis and Research of the Transverse Stress of the Big Span Cable-stayed Bridge Deck Slab;
大跨度斜拉桥桥面板横向应力分析与研究
8.
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
9.
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
10.
Obique bridge is made up of main girder crossbeam and bridge floorings.
斜交桥由相互斜交的主梁、梁及桥面板组成,结构受力复杂。
11.
An Approximate Calculation of Cable Forces of Board stayed Bridges After Pulling board Being Formed
板拉桥拉板形成后斜拉索索力的近似计算
12.
The Bending Theory of Skew-anisotropic Plates and Its Application in Skew Girder Bridges
斜交构造异性板的弯曲理论及其在斜桥上的应用
13.
The Impact Analysis of Skew Angle on the Simple Supported Inclined Plate Assembled Concrete Bridges;
斜交角度对装配式钢筋混凝土简支斜交板桥的影响分析
14.
A PLATE AND BEAM FINITE ELEMENT ANALYSIS FOR OBLIQUE FRAMED TUNNEL BRIDGES
斜交箱形地道桥空间分析的板梁有限元法
15.
Analysis of Torsional Moment to Oblique Separation Framed Tunnel Bridges by Finite Element Method of Plates and Beams
斜交箱形地道桥扭矩分析的板梁有限元法
16.
Analysis of the Ultimate Load for Long Span Cable-Stayed Bridge with a Plate-Truss Composite Beam;
大跨度板桁结合主梁斜拉桥极限承载力分析
17.
Experimental Research and Analysis of Welding Residual Stress of the Tensile Anchorage Region;
斜拉桥锚拉板区域焊接残余应力试验研究分析
18.
Model Test on the Cable-beam Anchorage Structure with Tensile Anchor Plate of Cable-stayed Bridges
斜拉桥锚拉板式的锚固结构模型试验与研究