另外,通过对试验所得的全变形曲线与软化桁架模型(Softened Truss Model)的预测变形曲线进行比较,发现基于梁单元扭转机理的软化桁架模型可以较合理地预测墙的最大扭转值及对应的扭转角,但不能较好地模拟...
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softened truss model theory 软化析架模型析架理论
simplified & softened truss model 简化的软化桁架模型
fixed angle softened truss model 定角软化桁架模型
fixed-angle softened truss model 固定角软化桁架模型
rotating angel softened truss model 转角软化桁架模型
rotating angle softened truss model 转动角软化桁架模型
rotating-angle softened truss model 变角软化桁架模型
softened strut-and-tie truss model 软化拉压杆桁架模型
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。
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