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。
The analytical method of softened truss model theory is proved feasible by comparing the experimental data with calculated carrying capacity.
将计算得出的抗剪承载力和试验数据进行对比，证明了软化桁架模型的分析方法是可行的。
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。
Based on the softened truss model for reinforced concrete, a simplified calculation method is proposed to simulate the whole loading process of high strength reinforced concrete panels in this paper.
在钢筋混凝土转动角软化桁架模型的基础上，推导出从应力到应变的简化计算方法来模拟高强钢筋混凝土墙板受力全过程。
This paper describes two types of softened-truss model, depending on the assumption for the Angle of concrete strutS.
本文叙述了两种软化桁架模型，它们的区别是对混凝土压杆角度的假定不同。
This paper describes two types of softened-truss model, depending on the assumption for the Angle of concrete strutS.
本文叙述了两种软化桁架模型，它们的区别是对混凝土压杆角度的假定不同。
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