1.
Seismic Design Method and Experimental Study on Rigid-Frame Through Tied-Arch Bridges
下承式刚架系杆拱桥的抗震设计方法及试验研究
2.
Research on Seismic Behavior of Frame Tied Concrete-filled Steel Tubular Arch Bridge and the Analysis Methods;
钢管混凝土下承式刚架系杆拱桥抗震性能和分析方法研究
3.
Finite Element Analysis on Rigid-Framed Through Tied-Arch Bridge with Concrete Filled Steel Tublar;
下承式钢管混凝土刚架系杆拱桥的有限元计算分析研究
4.
Research on Displacement of Piers of Concrete-filled Steel Tubular Tied Rigid Frame Through Arch Bridge on Construction Stages;
下承式钢管混凝土刚架系杆拱桥施工阶段主墩变位的研究
5.
RESEARCH ON TEMPERATURE EFFECT ON STRUCTURE OF RIGID TIED ARCH THROUGH BRIDGE
下承式刚性系杆拱桥的结构温度效应研究
6.
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
7.
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
8.
The Construction Technology of CFST Rib of Frame Tied Arch Bridges;
刚架系杆拱桥钢管混凝土拱肋施工技术
9.
Structure System FEM Analysis and Construction Control of Tie Arch Bridge;
中（下）承式系杆拱桥有限元分析与施工监控
10.
Structural Analysis of Three-Span Continuous Through Type Bow-String Arch Bridge;
三跨连续下承式系杆拱桥结构分析与研究
11.
Finite Element Analysis for Suspenders Static Tension of Half Through or Through Arch Bridge;
中（下）承式拱桥吊索（杆）系静张力有限元分析
12.
Analysis of Influence Lines for Tied - arch Bridges with Suspended Road In ANSYS;
ANSYS在下承式系杆拱桥影响线分析中的应用
13.
Discussion on the side-tipping stability factors of tube tied arch bridge with large span and below supports
大跨度下承式系杆拱桥侧倾稳定因素的探讨
14.
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
15.
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
16.
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
17.
Modal Analysis of Self-Vibration Characteristics of the long-span through CFST Arch Bridges
大跨度刚架系杆拱桥自振特性的模态分析
18.
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