摘要
本文采用弹性理论，推导了圆柱边节点核。心区混凝土初裂抗剪强度的理论公式，并建立了节点核心区抗裂度的实用计算公式．
Uslng the elastic theory in the paper, the shear rcs1stance mechanism of courregion for beam-cyllnder joints edge in early crack is studied, and the practical calculat-ing formula is provided. It can be refered to structural designer and scientific re-searcher-
出处
《吉林建筑工程学院学报》
CAS
1999年第2期15-18,共4页
Journal of Jilin Architectural and Civil Engineering
