摘要
给出了悬臂压弯构件整体稳定性计算的解析解,并建立了其设计计算的相关公式.用试验资料验证了设计相关公式的工程适用性.
The analytical solution for the stability of cantilevered beam-columns is presented, and the design interaction formula for it is established. The calculating results of the specimen show a good agreement between the experimental results and the predictions by the proposed design formula.
出处
《建筑结构》
CSCD
北大核心
1998年第8期34-36,共3页
Building Structure
