摘要
在索穹顶结构的基础上,提出将上弦柔性拉索换成预应力条形钢拉板带,形成一种新型钢拉板索穹顶结构。以投影为正八边形的钢拉板索穹顶结构为例,对计算模型进行预应力设计和静力性能分析,验证了该体系的可行性与合理性;并设计制作了一个缩尺模型。
On the basis of cable dome, a new structure of strip tensile steel plate cable dome is presented which uses prestressed tensile steel plate band in place of top chord cable.In this thesis, a strip tensile steel plate whose projection is a regular octagon is simulated in the analysis of the calculation model, which verifies the feasibility and reasonability of the new structure.Besides, a scale model is designed and manufactured in this paper.
出处
《江苏建筑》
2017年第1期27-29,共3页
Jiangsu Construction
关键词
索穹顶
预应力
钢拉板
静力性能
cable dome
prestress
steel sheets
static performance