摘要
结合工程实例,通过ANSYS建模对预应力索拱结构进行了内力分析和竖向挠度分析,得出了相应结论,以期为预应力拱支双层网壳结构的工程应用提供理论指导。
Combining with the engineering example,the paper undertakes the internal force analysis and vertical deflection analysis of the prestressed cable-arch structure by ANSYS model,achieves the respective conclusion,so as to provide the theoretic direction for the engineering application of the prestressed arch-supported double-layer reticulated shell.
出处
《山西建筑》
2012年第3期48-49,共2页
Shanxi Architecture
关键词
ANSYS
预应力
拱支双层网壳
静力性能
ANSYS
prestress
arch-supported double-layer reticulated shell
static performance