1.
Static and Dynamic Analysis and Construction Monitoring of Long-Span Arch Bridge with Specially-Shaped Section;
大跨度异型截面拱桥静动力分析与施工监测
2.
Reinforcement Technology of Transforming Rectangular Rib Arch Bridge into Box Rib Arch Bridge
肋拱桥关键截面箱型转换加固技术试验研究
3.
Construction Techniques for the Non-uniform V-Structure of the Swallow-type Special-shaped Steel-Tube-Concrete Arch Bridge
飞燕式钢管混凝土异形拱桥变截面V构施工技术
4.
In-plane inelastic stability and ultimate strength of uniform I-section three-hinged circular steel arch in uniform compression
均匀受压工字型等截面三铰圆弧钢拱的平面内稳定性和极限强度
5.
Analysis of Sidewise Buckling of Biaxial-Symmetry I-Section One-Centered Arch and Analytic Solusion;
双轴对称工字型截面圆弧拱侧倾屈曲及其解析解的分析
6.
Research on application of change from hyperbolic arch section into box section
改双曲拱截面为箱形截面技术的应用研究
7.
Analysis on normal section bearing performance of honeycomb steel-reinforced concrete L-shape cross section column
蜂窝状钢骨混凝土L形截面异型柱的正截面受力性能分析
8.
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
9.
Disquisition of disadvantage influence for reinforced arch bridge with enlarged cross-section
增大截面法加固拱桥的不利影响研究
10.
Study on Reinforcement for Double-curvature Arch Bridge Through Augmented Section Method
增大截面法进行双曲拱桥加固的研究
11.
Study on Bearing Capacity for SRC Special Shaped Columns;
型钢混凝土异形框架柱正截面承载力研究
12.
Nonlinear in-Plane Behavior of Circular Steel Arches with Hollow Circular Cross-Section
具有空心圆形截面圆钢拱的平面内非线性分析
13.
Research on Stability Capacity of Elastic Open Thin-walled Circular Steel Arch;
弹性开口薄壁截面圆弧钢拱的稳定承载力研究
14.
Structural Behavior of Long-Span Steel Arches with Variable Box Sections;
大跨度箱形变截面钢拱结构的受力性能研究
15.
A Number of Constructions Drawing Method and Their Rule that are Similar Like Variable Section Arch;
一束形似变截面圆拱的构造图式方法及其规律
16.
Study on Checking Method of Bearing Capacity of Arch Bridge Reinforced by Enlarging Section Area
增大截面法加固拱桥承载力验算方法研究
17.
Analysis on Temperature Field of Concrete Filled Steel Tube Arch Rib Due to Solar Radiation
日照作用下钢管混凝土拱肋截面温度场研究
18.
On application of technology of embedded steel bars of increasing section in intensification of box arch bridge
植筋增大截面技术在箱形拱桥加固中的应用