1.
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。
2.
Analysis of Interface Behavior on Steel-Concrete Composite Beams and Experimental Study of Load Distribution Width on Stiffened Steel Plate and Concrete Composite Plates;
钢—混凝土组合梁界面特性分析与加劲钢板—混凝土组合板荷载分布宽度试验研究
3.
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
4.
The Research on Anti-lateral Behavior of Full-stiffened Steel Plate Shear Wall with Slits;
全加劲带缝钢板剪力墙抗侧性能研究
5.
Analysis for Hysteretic Behavior of Stiffened and Seamed Steel Plate Shear Wall
全加劲带缝钢板剪力墙滞回性能分析
6.
A Method for Directly Determining the Distance of Stiffening Ribsfor Thin Web of Steel Plate Beams
一个直接确定钢板梁腹板加劲肋间距的方法
7.
Nonlinear Finite Element Analysis on Profiled Steel Sheets with Web's Intermediate Stiffeners
腹板有加劲压型钢板的非线性有限元分析
8.
Research on the Performance of Steel Channels as Stiffeners in Bolted End-plate Beam-to-column Connections;
槽钢加劲肋在梁柱端板螺栓连接中的性能研究
9.
Behavior of Welded Joints of Rectangle Hollow Sections with Internal Stiffeners;
带内加劲板的矩形钢管焊接节点性能研究
10.
Experimental and Theoretical Studies of Thin Vertical and Lateral Stiffened Steel Plate Shear Walls;
纵横加劲肋钢板剪力墙试验与理论研究
11.
Research on the Mechanical Behavior and Design Method of Trapezoidal Stiffened Plate in Steel Box Girder
钢箱梁梯形肋加劲板受力性能与设计方法研究
12.
Fatigue Performance of Ear-plate Joints in Steel Truss Stiffened Suspension Bridge
钢桁加劲梁悬索桥耳板节点抗疲劳性能研究
13.
Experiment on Ultimate Bearing Capacity of U-stiffened Plate of Orthotropic Steel Box Girder
正交异性钢箱梁U型肋加劲板极限承载力试验
14.
Experimental Study of Ear-Plate Joint of a Long Span Stiffening Steel Truss Girder Suspension Bridge
大跨钢桁加劲梁悬索桥耳板节点试验研究
15.
Cyclic test of diagonally stiffened steel plate shear wall
交叉加劲肋钢板剪力墙低周反复荷载试验研究
16.
PARAMETER ANALYSIS OF CONNECTIONS WITH VERTICAL STIFFENER BETWEEN THE CONCRETE-FILLED SQUARE TUBULAR COLUMN AND STEEL BEAM
方钢管混凝土柱-钢梁竖向加劲板式节点参数分析
17.
A new type composite quay-wall panels of steel and concrete with profiled steel used as the stiffeners were proposed to meet special requirements.
基于特殊需要，提出了带型钢加劲肋的钢板－混凝土组合板这一新型组合码头面板。
18.
Experimental Research on the Middle Joint of the Box-column Steel Frame Without Transverse Stiffing Plate;
不设横向加劲板的箱型柱钢框架中节点试验研究