Failure boUnds of beam-colUmn-joint system are obtained through theoretical analysis.

根据理论分析得出梁-柱-节点系统的破坏界限。

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In the connection design of steel structure, the shear plate with high-strength bolt connection is extensively used at the flexible joint where the beam is connected to the weak axis of the column.

钢结构节点设计中，梁与柱弱轴方向的柔性连接常采用剪力板高强螺栓连接，螺栓群所承受的荷载有竖向力和偏心力矩。

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A vertical stiffening rib joint is suitable for rectangular steel tube column with smaller section to H-beam connection.

垂直加劲肋节点适用于柱截面较小的方钢管(矩形管)柱和H型钢梁节点。

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