1) beam-column welded connection
梁柱焊接节点
1.
The facts that Brittle fracture occurred in the weld of beam-column welded connection in steel structure in the earthquake of Northrige in America in 1994 and Kobe in Japan in 1995 showed that welding residual stress is the important factor which lead to this kind of brittle fracture.
因此研究焊接残余应力对梁柱焊接节点承载状态的影响对于保证钢结构的抗震安全具有重要意义。
2.
The lessons of Northridge and Kobe earthquake told us: the weld of beam-column welded connection in steel structures is a feeble part which is prone to bittle fracture as an earthquake hanppens.
本文针对焊缝受力状态研究了节点构造对梁柱焊接节点抗震性能的影响。
2) beam-pillars node connection
梁柱节点连接
3) steel moment connection
梁柱刚接节点
1.
Design of cover-plate-retrofitted steel moment connections with pre-existed loads;
梁柱刚接节点负载下盖板加固计算方法研究
2.
Finite element analysis on retrofitting steel moment connection with initial loads;
梁柱刚接节点负载下加固的有限元研究
3.
Welding residual stresses of cover-plate retrofitted steel moment connections
梁柱刚接节点盖板加固的焊接残余应力分析
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：钢筋混凝土明牛腿梁柱节点疲劳试验
钢筋混凝土明牛腿梁柱节点疲劳试验
腾 钢筋混凝土明牛腿梁柱节点低周疲劳试验
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条