1.
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
2.
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
3.
The Selection of Stiffener Behind Plant of Box Girder --Open Type Stiffener for Orthotropic Deck
船、桥共用型钢的选择——正交异性板用开敞式肋骨
4.
Research on reinforcement and load increasing technology of the ribbed arch and gastropore ribbed arch bridge
肋拱式腹孔肋拱桥加固提载技术研究
5.
Analysis on Stability of Long Span Ribbed Slab Bridge System by Direct Lifting;
大跨径肋板体系桥梁吊装稳定性研究
6.
They are made up of high tensile wires and are normally vertical. The deck is usually orthotropic with stiffened steel plateribs or troughs, floor beams, etc.
桥面一般是由加劲钢板肋或槽形板，桥面梁等组成的正交异性板。
7.
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
8.
Engineering Technology of Arched Steel Tube of Wangcun Middle-beared Large Bridge;
王村中承式特大桥钢管拱肋施工工艺
9.
Model Test and Research about Carrying Capacity of Bridge Deck Slab Stiffened by Lengthways Bars;
纵向加劲肋桥面板受力性能的模型试验研究
10.
Stability of Stiffened Compression Plates of Steel Bridge and Stiffeners Design Method;
钢桥受压加劲板稳定与加劲肋设计方法研究
11.
EXAMINATION TECHNIQUE AND EVALUATION OF BEARING CAPACITY FOR A DAMAGED RIBBED SLAB STONE ARCH BRIDGE
病害板肋石拱桥检测技术与剩余承载力评估
12.
Fatigue Life Study of Orthotropic Steel Deck with Different Types of Closed Vertical Rib
正交异性钢桥面板不同闭口纵肋疲劳寿命分析
13.
Research on Dynamic Characteristics and Damage Detection of Semi-Supported ArchBridges;
中承式肋拱桥动力特性分析及损伤识别的研究
14.
The Line Shape Control of Ateel Box Arch Rib of External Slanted Arch Brigdge;
外倾式钢箱拱桥扣索吊装拱肋线形控制
15.
Study on Residual Bearing Capacity Evaluation Mode of Reinforced Concrete Rib Arch Bridge
钢筋混凝土肋拱桥剩余承载力评价模式研究
16.
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
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.
Variational sloping angle of arch rib influenced on the stability of double X-shaped arch bridge
斜靠式拱桥拱肋倾角变化对稳定性能的影响