1.
Dynamical Characteristics of Arch Bridge Without Thrust and Analysis of the Train Running Safety
无推力式钢桁系杆拱桥动力特性及列车走行性分析
2.
The Stability and the Ultimate Load-Carrying Capacity Study on the Steel-Tube Truss Rib Arch Bridge;
空钢管桁肋式系杆拱桥结构稳定与极限承载力研究
3.
Study on the Balance about Tied Bar to the Pier Horizontal Thrust of Concrete-Filled Steel Tube "Fly-Bird-Type" Arch Bridges
飞燕式钢管混凝土拱桥系杆对拱脚水平推力平衡作用研究
4.
Structural Characteristic Study on Skewback of Through Concrete Filled Steel Tube Tied-arch Bridge;
下承式钢管混凝土系杆拱桥拱脚受力分析
5.
Static Load Experimental Investigation to Model of Long Span Continuous Steel Truss Tied Arch Bridge;
大跨径连续钢桁系杆拱桥静力模型实验技术研究
6.
Under-supported CFST Arch Bridge's Suspender Force Analysis
下承式钢管混凝土系杆拱桥吊杆受力分析
7.
Mechanical analysis of through tied-arch composite bridge on high-speed railway
高速铁路下承式钢箱系杆拱结合桥的受力分析
8.
MECHANICAL ANALYSIS OF THROUGH STEEL-TRUNK TIED SUPERIMPOSED ARCH BRIDGE ON HIGH-SPEED RAILWAY
高速铁路下承式钢箱系杆叠拱桥的受力分析
9.
Research on Ultimate Bearing Capacity of Concrete Filled Steel Tube Arch Bridge with Truss Section;
桁式钢管混凝土拱桥极限承载能力研究
10.
Study of the Arch Rib Section of Concrete-filled Steel Tube Tied Arch Bridge
铁路钢管混凝土系杆拱桥拱肋截面形式分析
11.
Large-span Steel Truss Tied Arch Bridge Construction Process Control Research of Key Technologies;
特大跨钢桁系杆拱桥施工过程控制关键技术研究
12.
The Analysis of Foot of Concrete-filled Steel Tubular Arch Bridge;
钢管混凝土系杆拱桥拱脚结点受力分析
13.
Research on Strengthening Suspended Deck System for Half-through Arch Bridge by Setting Longitudinal Steel-Tubular Trusses
加设钢管桁架纵梁改造中承式拱桥悬挂桥道系的应用研究
14.
Calculation of Forces of Cable for the Triple-rib Steel Trussed Arch Bridge in Installation
三肋钢桁架拱桥分片安装的索力计算
15.
Application for Pre-deviation Compensation for Cantilever End Displacement of Steel Truss Arch Bridge in Non-stress Closure Construction
预偏补偿悬臂端位移在钢桁架拱桥跨中无应力合龙施工中的应用
16.
The Research on Stability of Local Members in Long Span Steel Trussed Arch Bridge;
大跨度钢桁架拱桥局部杆件稳定问题研究
17.
Effect of Oblique Angle of Arch Rib on the Static Force of Half-tied Arch Bridge
拱肋倾角对中承式系杆拱桥静力的影响
18.
Design and Construction of the Principal Span 120 m CFST Through Type Brace Arch Bridegs
主跨120m钢管混凝土下承式系杆拱桥设计及施工