1.
The vertical stiffener connection is suitable for rectangular steel tube column that the sectional area is smaller and H-steel beam connections.
垂直加劲肋节点适于柱截面较小的方钢管（矩形管）柱和H型钢梁节点。
2.
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
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 Affection of Lateral Channel Stiffner for the Buckling of Stell Beams;
槽钢加劲肋对钢梁整体稳定性的影响
5.
Research on Mechanical Properties of Box Gird with Longitudinal Clapboard and Stiffening Rib
箱梁加纵隔板和加劲肋后的力学性能研究
6.
Integrally cast body ribs, running parallel and perpendicular to the pipe axis, impart additional strength for high pressure conditions, thermal and pipe loads.
整体铸造阀体翼肋，与管路轴线平行和垂直，增加了阀体强度，适用于高压环境、温和管道负载。
7.
His arms straightened and stiffened down his sides.
他把两只胳膊伸直，使劲往两边垂着。
8.
In the end, the design formula of stiffener is put forward which can supply reference to engineering.
最后提出了加劲肋设计公式，供工程参考。
9.
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
10.
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
11.
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
12.
Ability and Design of Transverse Stiffener of I Type Tined-web Beam;
薄腹板工形梁横向加劲肋的性能及设计
13.
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
14.
The Effect of Stiffener to the Stability of I-steel Beams
加劲肋对工字形钢梁稳定承载力的影响
15.
Buckling of Composite Columns of Lipped-Channel and Hat Sections with Web Stiffener
带加劲肋的帽形卷边槽钢组合柱的屈曲
16.
Determination for stiffener length of external T-stiffener box-column to I-beam connections
T型外部补强箱型节点加劲肋长度的确定
17.
Reduced Computation of the Strength of Circular Hole Castellated Composite Beams with Stiffened Webs
计入加劲肋的圆孔蜂窝组合梁强度简化计算
18.
Effect of stiffener of extended endplate connection on failure mode in fire
加劲肋对外伸端板连接火灾下破坏模式的影响