摘要
基于规范公式,依据优化拟合理论,提出了可直接完成环形截面钢筋混凝土偏心受压构件正截面承载力的计算公式,运算 简捷,精度可靠。
Basis on standard formula and optimized imitation theory, this paper posed that the simple way to di- rectly calculate the bearble force of round-shaped section reinforced concrete eccetric compressed members. The formula has the merist of simple calculation and reliable precision.
出处
《黑龙江水专学报》
2001年第3期46-48,共3页
Journal of Heilongjiang Hydraulic Engineering College
关键词
钢筋混凝土偏心受压构件
环形截面
配筋计算
reinforced conrete
round-shaped section
eccentric compressed
simple calculation