摘要
文章针对弹性曲弯网壳的基本建造单元—弹性曲弯单拱的静力稳定性及其极限承载力问题,应用有限元软件ANSYS进行了计算分析,并探讨了其运用连续性整体和两阶段独立分析方法的各自特点和优势。
In view of the problems of stability and limited load bearing capacity of the bent-up arch--the basic element of benst-up grid shell, analysis is done in this paper by using ANSYS, and the characteristics and advantages of the two methods （ Continuous overall analysis and two-stages independent anlysis） is also discussed.
出处
《江苏建筑》
2010年第1期26-28,共3页
Jiangsu Construction
