摘要
提出了一种钢筋混凝土异形截面柱截面配筋计算方法 .通过坐标变换和迭代运算 ,解决了不等肢异形截面柱在双向压弯状态下正截面承载力的计算 ,并使计算机程序编制简化和更具通用性 .用本文方法编写了配筋计算电算程序 ,进行了各种算例计算 。
An analysis method for the reinforcement of the R.C. special-shaped columns is given.The problem of reinforcement of the R.C. special-shaped columns subjected to biaxially eccentric loading has been solved by coordinate transformation and digital iteration methods.Some examples are computed and the results are compared with those in the references.
出处
《湖南大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
2001年第2期83-88,共6页
Journal of Hunan University:Natural Sciences