The traditional analysis and design of steel frame assume beam-column connections are fully rigid or ideal pin connection.
传统的钢框架分析和设计都假定梁与柱的连接是完全刚性的，或是按理想铰接的。
2
Of particular interest under static loading was the influence of FRP reinforcement on the strength and stiffness of beam-columnconnection.
特别令人感兴趣的是在静载条件下应用纤维增强塑料对增强梁—柱联接部位所起的作用。
3
As the key part of the beam-columnconnection in the structural steel frame, the connected capacities influence the integral responses of the whole frame on loading.