1) intermediate column (member)
中等柱状单元
2) cylindrical capsule
柱状单元
4) beam-column elements
梁-柱单元
5) beam-column element
梁柱单元
1.
Material and geometrically nonlinear spatial beam-column element based on the finite element flexibility method;
基于有限单元柔度法的材料与几何双重非线性空间梁柱单元
2.
Comparative investigation of displacement-based and force-based beam-column element theories;
基于位移形函数和力形函数的梁柱单元理论对比研究
3.
On the comparison of the two common beam-column element theories and the example analysis
两种常见的梁柱单元理论对比与实例分析研究
6) column element
柱单元
1.
Analysis model of reinforced concrete column element with arbitrary section;
任意截面钢筋混凝土柱单元模型
2.
formula of element incremental balance equation, the elastoplasticity stiffness matrix of CFST column elements is established using plastic coefficient method of element cross-sec-tion force.
L列式单元增量平衡方程 ,采用单元节点截面内力塑性系数法建立钢管混凝土柱单元弹塑性刚度矩阵 ,并编制了钢管混凝土受压柱弹塑性稳定极限承载力非线性分析程序 ,算例结果与文献试验结果良好接近 ,验证了分析方法的正确性及可靠
补充资料:动物组织柱状上皮
李瑞端绘
[图]
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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