Using FEM theory and large general-purpose program ANSYS, the paper discussed the cable-stayed bridge space stress characteristic and the relationship between several main design parameters.
在桥梁成桥以后，采用有限元理论和大型通用程序ANSYS研究探讨了斜拉桥结构的空间受力特性，并分析了斜拉桥几个主要设计参数之间的相互关系。
Using FEM theory and large general-purpose program ANSYS, the paper discussed the cable-stayed bridge space stress characteristic and the relationship between several main design parameters.
在桥梁成桥以后，采用有限元理论和大型通用程序ANSYS研究探讨了斜拉桥结构的空间受力特性，并分析了斜拉桥几个主要设计参数之间的相互关系。
应用推荐