A nonlinearfiniteelementanalysis of 4 RC deep flexural simply supported beams with the program VT2 is presented.
使用基于扰动应力场模型的非线性有限元程序VT2分析了4个深受弯简支梁的受力性能。
2
According to nonlinearfiniteelementanalysis, 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。
3
Nonlinearfiniteelementanalysis of 1:10 advanced nuclear power plant prestressed concrete containment model structure subjected to internal pressure is carried out.