摘要
通过对不同矢跨比的金属拱型波纹屋盖结构连同其下部支承结构进行自重类荷载作用下的稳定承载力分析 ,明确了支座位移对这种屋盖结构承载力的影响 ,并为确立这种结构的简化设计计算模型提供了依据。
The influence of support displacement on the load\|carrying capacity of arched corrugated metal roof(ACMR) is evaluated through global stability analysis of this kind of roof structure working together with its supporting structure.At the same time,some conclusions that are useful for setting up the simplified calculating model of ACMR are drawn.
出处
《工业建筑》
CSCD
北大核心
2001年第11期57-59,共3页
Industrial Construction
关键词
金属拱型波纹屋盖
支座位移
承载力
拱型结构
arched corrugated metal roof(ACMR)\ support displacement\ load bearing capacity
