1.
Dynamic Analysis of Hybrid Arch Bridge of Steel Tube and Concrete Filled Steel Tube with Double Decks Flying Goose Model;
双层桥面飞雁式钢管—钢管混凝土复合拱桥动力分析
2.
Discussion on Optimal Parameters Combination of Arching System Based on Composite Main Arch Circle Method
基于复合主拱圈加固拱桥技术中锚固系统最佳参数组合探讨
3.
A Study and Application of Composite Strenengthening Technology on RC Arch Bridge;
钢筋混凝土拱桥复合加固技术的研究与应用
4.
Exploration of New Steel-Concrete Composite Chorded Arch Bridge
钢-混凝土复合结构八字形刚构拱桥的探索
5.
The Arched Bridge Arches Constructs Participates in the Host Arch Ringjoint Action Research;
拱桥拱上建筑参与主拱圈联合作用研究
6.
Construction Technologies of Super-span Arch Bridge Skewback in the Complex Mountainous Conditions
山区复杂条件超大跨径拱桥拱座施工技术
7.
Application Study on Outer Covering Arch Method in Lu'an Stone Arch Bridge Rehabilitation Engineering
外套拱法在陆安石拱桥复建工程中的应用研究
8.
Static and Stability Analysis of the Double X-arch Bridge;
复式提篮拱桥静力特性及稳定性研究
9.
Analysis of Arch and Beam Combination Modeling Experiment of 56m Tied Arch Bridge;
56m系杆拱桥拱梁结合部静力模型试验分析
10.
Local Stress Analysis of Joint of New Arch Spring of a Composite Truss Arch Bridge
某桁式组合拱桥新拱脚结点局部应力分析
11.
Study of Consociation Functions of Arch Ring and Arch Centering in Concrete Box Shape Arch Bridge Cast-in-place Construction
混凝土箱形拱桥现浇施工拱圈与拱架联合作用研究
12.
The arch bridges can be divided into the single-arch and the multi-arch varieties.
拱桥可以分为单拱桥和多拱桥两种。
13.
Some Discussions on Structural Calculation of X-style Arch Bridge with Composite Beam Deck System of Steel Box Girder Arch Rib
钢箱拱肋组合梁桥面系提篮拱桥结构计算的几点探讨
14.
Study on Mechanical Performance of the Joint in the Mixed Steel-Concrete Arch Bridge;
钢—混凝土混合拱桥接头受力性能研究
15.
The Research on Stability of the Combinational Bridge with Rigid Frame and Single-ribbed Tied Arch;
刚构—单肋系杆拱组合桥梁稳定性研究
16.
Mechanical Performance Analysis of T Rigid Frame and Ribbed Arch Combination Bridge;
T构—肋拱组合体系桥梁受力特性分析
17.
Study on Static and Dynamic Behavior of Multi-hybrid Arch Bridge;
多重组合体系拱桥的静动力特性研究
18.
Simulation Calculation Analysis of Long-Span Continuous Rigid-fame Arch Bridge
大跨连续刚构拱组合桥仿真计算分析