预应力钢-混凝土组合双向楼板的非线性有限元分析。
Spatial analysis of prestressed composite steel-concrete two-way slab with nonlinear finite element method.
采用有限元方法，建立适于冷弯截面受弯构件性能分析的非线性有限元分析模型。
It is also presented a finite element analytical model suitable for non-linear analysis of HFB flexural members.
本文研究成果对进一步开展混凝土结构的非线性有限元分析和设计具有参考价值。
Finally, research achievements offered by this paper have reference for the further non linear finite element analysis and design of reinforced concrete structure.
应用推荐