... compression stroke ==> 压缩冲程 compression strut ==> 抗压构件 compression swelling ==> 压膨胀 ...
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The developers of Beam-Column-Joint element suggested that define the parameter by modified compression field theory (MCFT) or diagonal compression strut model.
该模型开发者先后建议通过修正斜压场理论和斜压杆模型两种方法确定核心区剪切参数。
参考来源 - 钢筋混凝土梁柱节点核心区模型化方法研究·2,447,543篇论文数据，部分数据来源于NoteExpress
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。
A seismic resistant design method of reinforced concrete beam-column connections based on compression strut 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。
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。
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