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1)  beam-column node
梁柱结点
2)  the joints of column and beam
柱梁结点
3)  steel beam-to-column connections
钢结构梁柱节点
4)  beam-column joints
梁柱节点
1.
Analysis of ratio of axial compressive force to resisting shear strength of reinforced concrete beam-column joints;
轴压比对梁柱节点抗剪强度影响的分析
2.
Research into fracture of steel frame beam-column joints;
钢框架梁柱节点断裂研究
3.
The influence factor to the ultimate bearing capacity of concrete beam-column joints with placed ducts under axes-pressure;
轴心受压状态下有孔道混凝土梁柱节点的承载力的影响因素
5)  beam-column connection
梁柱节点
1.
The seismic resistant design method of reinforced concrete beam-column connections based on compression strut and softened truss models;
基于压杆和软化桁架模型的钢砼梁柱节点抗震设计方法
2.
Therefore, the study on the behavior of the beam-column connections to improve ductility as well as to prevent brittle failure was carried out in this research.
钢框架梁柱节点的连接性能研究引起国内外的广泛关注,尤其是通过改善节点的变形性能从而提高结构的延性已成为钢结构研究的焦点。
3.
Three-dimensional finite element method was employed toinvestigate the effect of the strength mismatching of the groove heamflange welds on the fracture toughness requirements in terms of crack tipopening displacement in welded beam-column connections, which pro-vides valuable suggestions for the design of beam-column connections andselecting welding materials.
通过三维弹塑性有限元分析 ,采用裂纹张开位移CTOD作为断裂韧度参量 ,研究了梁柱节点梁翼缘焊缝强度匹配对其断裂韧度要求的影响 ,从而为梁柱节点的设计以及焊接材料的选择提供一定的依据。
6)  beam-column joint
梁柱节点
1.
Load capacity and stiffness of beam-column joint strengthened by plate rings with irregularly arranged double level beams;
双层不规则布置梁加强环式梁柱节点承载力及刚度
2.
Studies on shear performance of reinforced concrete beam-column joint strengthened by a new method with two-dimensional finite element analysis;
节点加强后钢筋混凝土梁柱节点剪切性能的二维有限元分析
3.
Studies on failure mechanism of reinforced concrete beam-column joints using three-dimensional finite element method;
应用三维有限元法探讨RC梁柱节点的破坏机理
补充资料:点接触结(pointcontactjunction)
点接触结(pointcontactjunction)

简便的方式是将超导体一削尖的端点(约0.1μm端径)施压在另一超导体小面上而接触成点接触结,它是一种弱连接。由于压力可调节,就可选择最好所需最适宜接触性能。点接触结可用于制作磁强计和微波接收与发射等装置。

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