摘要
讨论钢筋混凝土折板结构中各单体梁处于独立工作阶段时稳定控制的计算方法,阐述了必须验算整体扭转失稳、翼极局部失稳及考虑其两者相互影响的道理,并和已有实验资料相印证.
When a beam of fold plate structure is in a state of independent, it is necessary to calculate the beam's stability and local stability. A method is suggested to calculate this kind of beams.
出处
《建筑结构》
CSCD
北大核心
1997年第10期23-25,共3页
Building Structure
