But there is seldom research for the seismic behavior,especially for the beam-to-column weak axis(web) direction connection.
但是对这种节点的抗震性能,尤其是梁柱弱轴(腹板)方向的连接罕有研究。
参考来源 - 钢框架梁柱弱轴螺栓拼接节点的抗震性能分析·2,447,543篇论文数据，部分数据来源于NoteExpress
主要研究了楔形变截面压杆绕弱轴的弹塑性弯曲失稳。
The elastoplastic bending instability of the tapered compression members under axial loads about the weak axis is mainly studied.
对墙体和柱的沿弱轴的弯曲试验结果表明，它们都具有强的弹性变形能力。
Bending tests on walls and columns along their weak axis showed that both have high elastic deformation capacity.
但是对这种节点的抗震性能，尤其是梁柱弱轴(腹板)方向的连接罕有研究。
But there is seldom research for the seismic behavior, especially for the beam-to-column weak axis (web) direction connection.
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