摘要
本文对徐州彭城电厂支座降低蜂窝梁的整体稳定性进行了分析，并进行了３根８．５６ｍ长蜂窝梁在均布荷载作用下的整体稳定试验，为工程实际应用提供了可靠的依据。
This paper presents the monolithic stability and test of support lowering castellated of pengcheng power plant.In uniformed,test were presented of three(beam span=8.56m) castellated for plactical design surposes.
出处
《工业建筑》
CSCD
北大核心
1994年第11期32-36,共5页
Industrial Construction
关键词
蜂窝形钢梁
支座
混凝土
稳定性
castellated
critical moment
uniform load
monolithic stability
