摘要
文登市体育场屋盖最大悬挑长度28.126m,挑蓬屋盖采用立体管桁架,由钢骨混凝土框架柱和格构式斜拉杆支承。结合具体结构设计,进行了屋盖结构静力性能分析、格构式斜拉杆整体稳定验算以及对屋盖结构风振系数的计算。
Space trusses is adopted in the roof structure of Wendeng Center Stadium with 28.126m Span.The roof is supported by the SRC columns and latticed columns.Integrating with structural design process,some structural analysis on the roof has been carried out,including static performance of the roof structure,the latticed column stability and wind-induced vibration factor of the roof structure.
出处
《建筑结构》
CSCD
北大核心
2009年第S1期93-95,共3页
Building Structure
关键词
屋盖结构
稳定分析
风振系数
roof structure
stability analysis
wind-induced vibration factor
