On the basis of all these analyses, a reasonable dimension limitation for the flat-hat intermediate stiffeners is given.
用有限条程序对帽形中间加劲肋在单向均匀受压状态下的加劲性能进行了数值分析。
Nonlinear simulation for hysteretic behavior of C steel members with intermediate stiffeners under constant compression and cyclic bending;
中间加劲C型钢构件压弯滞回性能非线性模拟
Influences of rib stiffeners on hysteretic behavior of end-plate connections;
加劲肋对端板连接滞回性能的影响
L-joints without rib stiffener are semi-rigid connections.
采用简化理论方法对L形圆管节点的强度和刚度进行了分析,横向正应力的存在对节点域钢管具有“捏合”作用,从而降低了节点的刚度和承载能力,无加劲肋的L形管节点属于半刚性连接。
Among them, four end plates are reinforced with rib stiffeners, which are in alignment with beam webs, and constant axial compression force is applied at the end of seven columns during the test.
为了研究钢框架中梁柱端板连接节点的滞回性能,本文进行了8个节点试件的循环加载试验,其中有7个试件的柱端施加了轴向压力,4个端板设置了加劲肋。
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
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
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
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。
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
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
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
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
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
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
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
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
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
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
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
Research on Behavior of Endplate Joints with the Effect of Endplate-rib in Gabled Frames;
门式刚架端板连接节点在加劲肋作用下的性能研究
The Experiment and Finite Element Analysis on the Cast-in-place Reinforced Concrete Hollow Flat-plate Floor;
现浇混凝土加劲肋管无梁楼盖的有限元分析和试验研究
Buckling of Transverse and Longituded Stiffened Web under Combined Stresses;
同时设纵横向加劲肋的梁腹板在复合应力作用下的屈曲分析