beam column connection

The effects of connection behavior can be described by beam-to-column connection moment-rotation curve.

连接的性能可用其弯矩转角曲线表示.

Research works on steel beam to column moment connection are reviewed, especially the works after Northridge earthquake.

回顾了前人对刚性钢框架梁柱连接的研究，特别是Northridge地震后的研究。

Design suggestions based on test results are presented: a weaker beam splice will improve rotation capacity of beam to column connection, reduce the transfer of seismic energy to weld joint and delay its brittle fracture.

根据试验结果提出了设计建议：尽量将拼接设计得弱些，可以提高梁柱连接的转动能力，减少地震作用向梁柱连接焊缝的输入，延缓焊缝的脆性破坏。

Beam to column connection is a important part in steel frame structure, The design of connection has much direct influence on the behavior of whole steel frame.

在钢结构框架中，梁柱连接节点是其中一个重要环节，节点设计的成败将直接关系到结构整体性能的发挥。

Discussion on Construction Problem of Beam and Column Connection of Frame Structure in High-rise Building

高层框架梁柱节点施工问题探讨

Calculational method of shear deformation for beam-to-column connection panel zone in steel frames

钢结构梁柱连接节点域剪切变形计算方法

According to the test results, construction measure in increasing the ductility and preventing brittle failure have been proposed for the end plate connection and it provides beam to column semi rigid connection design with test basis.

依据试验结果，对半刚性节点提出了增加节点延性、防止脆性破坏的构造措施，为钢框架梁柱半刚性节点的设计提供了试验依据。

Finite element stress analysis of welded steel structure beam to column connection with artificial crack

带人工裂纹的焊接钢结构梁柱节点有限元应力分析

Robot welding of beam column connection of steel structures in Japan

日本钢结构柱梁连接处的机器人焊接

Study on calculation of beam-column flexible connection with the shear plate

梁柱剪力板柔性连接计算的探讨

Top and seat angle connections is a typical semirigid beam to column connection.

上下翼缘角钢梁柱节点是一种典型的半刚性梁柱节点.

The results showed that the connection of beam-to-column joints to the safety of the whole structure.

结果表明, 柱梁 结点的安全与整个结构的安全密切相关.

The Analysis of H-beam to Cold-Formed Box Column Connection

冷弯方管柱与H型钢梁连接性能的分析

Up-down Steel Angle Semi-rigid Beam and Column Connection

上下角钢半刚性梁柱连接

The effect of changing the size of access hole on the behavior of steel beam-column moment connections is studied through3D nonlinear finite-element analyses of connection subassemblies.

对焊接孔尺寸变化的钢框架梁柱刚性节点进行了空间非线性有限元分析。