摘要
结合 GBJ10 -89国家混凝土结构设计规范修订课题 ,对不平衡弯矩平行于短边时钢筋砼板的受冲切承载力的计算 ,从荷载效应的角度出发 ,提出了一种计算等效集中反力设计值的简化方法。该方法与美国 ACI规范公式相比较 ,计算简便 。
Related to the revision of the Design Code of Concrete Structures(GBJ 10 89), this paper provides a simplified method from the viewpoint of load effect for calculating the equivalent concentric reacting force of reinforced concrete slab column connections with unbalance moment transverse to the short edge. Comparison with the design method of ACI Code, the suggested method in this paper is simplified and tends to safety on some degree.
出处
《湖南大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2002年第4期72-78,91,共8页
Journal of Hunan University:Natural Sciences
