Based on a compression strut model and a softened truss model, this paper proposes a new seismic resistant design method of steel fiber reinforced concrete beam-column connections.
一个压杆模型和软化桁架模型的基础上，本文提出了一种新的抗震设计方法钢纤维钢筋混凝土梁柱连接。
The calculation results revealed that the loads carried by the compression strut 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。
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