1.
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
2.
Research on Simplified Calculating Model of Integral Abutment Bridges
整体式桥台桥梁的简化计算模型研究
3.
Research on Load Combinations of Integral Abutment Bridges Design
整体式桥台桥梁设计中的荷载组合研究
4.
The Study and Dispose of Monolithic Concrete Plate Bridge Longitudinal Crack;
整体式板桥纵向裂缝研究分析及处理
5.
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
6.
Research on Symplified Calculating Model and Loaded Behavior of Integral Abutment Bridges;
整体式桥台桥梁的简化计算模型与受力性能研究
7.
Dynamic Performance and Earthquake Analyise of Jointless Bridges Using Integral Abutment;
整体式桥台的无伸缩缝桥梁动力特性和地震反应研究
8.
Study on Consolidation Method of Gravity Oblique High U-shaped Abutment;
重力式斜交U型高桥台加固方法研究
9.
Reasonably Simplified Calculation Model of Integral Simple Supported Slab Bridge with Large Width-Span Ratio
大宽跨比整体简支板桥合理简化计算模式探讨
10.
On height computation method of pile type bridge pier and ribbed plate type abutment post
桩柱式桥墩、肋板式桥台柱顶高程计算方法
11.
Analysis of the Overall Stability for the Large-span Concrete Cable-stayed Bridge
大跨度混凝土斜拉桥整体稳定性分析
12.
Construction Techniques for Integral Lifting and Installation of Front-Support Form Travelers of Cable-Stayed Bridge
斜拉桥前支点挂篮整体吊装施工技术
13.
Research of the Application of the Slant-legged Rigid Frame Bridge without Abutment to Curved, Ramp or Skew Bridges;
无桥台斜腿刚架桥在弯坡斜桥中应用研究
14.
Spatial Analysis of Railway Rigid Bar Stayed Bridge in Qinhuangdao Station
秦皇岛站刚性斜拉杆铁路斜拉桥整体空间分析
15.
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
16.
Stress distribution in anchorage zone between beam and cable for cable-stayed bridge with steel box girder
钢箱梁斜拉桥耳板式索梁锚固结构应力分布
17.
Design for Corrugated Steel Webs Cable-stayed Bridge without Backstays of Zhenshuilu Bridge in Xinmi
新密市溱水路大桥波形钢腹板无背索斜拉桥总体设计
18.
Practical Calculation for the Non-abutment Slant-legged Rigid Frame Bridge
无桥台斜腿刚架桥实用计算方法研究