When treating the finite element models of the composite structure, this paper presents a "virtual beam" element mode relaxation method for the accordance of different elements.
在处理组合结构有限元模型时，对不同类型单元之间的协调提出一种“虚梁”单元节点松弛方法。
By using finite element method, the paper makes the analysis of steel concrete composite beam 'slip and uplift.
论文通过试验研究和理论分析计算，对组合梁界面水平相对滑移和竖向掀起性能进行了比较系统的研究。
应用推荐