摘要
本文利用累加强度原理,建立了具有非对称截面的劲性钢筋砼构件正截面强度计算方法,所提出的公式在精度上优于目前国际上几个主要规范的计算公式,与数值分析结果及试验结果相比符合较好。
By use of the theory of strength superposition, the method for calculating flexural strength of steel reinforced concrete members with unsymmetrical sections are presented in this paper. The results obtained by the suggested method agree well with those from the numerical analysis and tests. Their accuracies are higher than those of the current methods.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1991年第2期33-41,共9页
Journal of Building Structures
基金
高校博士学科点专项科研基金
