摘要
在分析索穹顶结构节点设计要求的基础上,针对索穹顶这种特殊的结构,介绍了适用于索穹顶结构的新型节点形式,并对其进行有限元弹塑性分析,分析结果表明节点整体受力性能较好。
On the basis of analyzing joint design requirements of cable-dome, this paper not only put forward to new joint style for eable-dome structure, but also carried out finite element elastic-plastic analysis. The results illustrated that the overall mechanical behaviors of joints was good.
出处
《山西建筑》
2006年第23期6-7,共2页
Shanxi Architecture
关键词
索穹顶结构
节点形式
铸钢节点
cable-dome structure, joint form, cast steel joint
