According to nonlinear finite element analysis, the ultimate load-carrying capacity of tensegrity system is discussed based on the buckling of struts.
本文根据非线性有限元理论研究讨论基于压杆失稳的张拉整体结构极限承载能力。
2
Dual none-linearity finite element method is used to analysis the whole behavior and ultimate load-carrying capacity in plane of Dongguan Shuidao Bridge.
采用双重非线性方法，分析了东莞水道特大桥结构受力全过程和面内极限承载力。
3
Finally it discussed the model structure's load-carrying capacity, deformation, shape of damage etc. through macro finite element analysis method.