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.
一个压桿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 test results of 10 reinforced concrete beam-column joint specimens and 4 photoelastic test specimens are summarized and analyzed in this paper.