The calculation results revealed that the loads carried by the compressionstrut or the softened truss model were not in equilibrium.
计算发现，压杆模型或软化桁架模型所分配到的外荷载并不平衡。
2
A seismic resistant design method of reinforced concrete beam-column connections based on compressionstrut and softened truss models was proposed.
提出了基于压杆模型和软化桁架模型的钢筋混凝土梁柱节点抗震设计方法。
3
Based on a compressionstrut model and a softened truss model, this paper proposes a new seismic resistant design method of steel fiber reinforced concrete beam-column connections.