摘要
对拱的稳定性、压弯构件的强度、薄板的局部稳定性、变形要求等方面分别进行了分析计算,并通过分析实例,对多种方案的结果进行了分析比较,从而确定了最佳设计方案,最终为建筑工程中加入了新的材料和新的结构类型。
The stability of arch,strength of compress-bending member, local stability of sheet and other aspects in structural analysis of large-span arched roof with glass fiber reinforced plastic are calculated and analyzed.Combined with examples various design schemes are comparatively analyzed in order to determine optimum scheme and add the new material and structure kind into architecture engineering.
出处
《山西建筑》
2007年第7期109-110,共2页
Shanxi Architecture
关键词
玻璃钢
大跨度拱形屋面
结构类型
设计方案
glass fiber reinforced plastic
large-span arched roof
structure type
design scheme
