摘要
依据国形截面钢筋砼偏心受压构件的基本受力特性，运用二分法原理，建立实用计算表格，从而使其正截面承载力的计算避免了求解超越函数方程及多次迭代等麻烦。
According to the basic mechanical characteristics of eccentrically ltaled RC members with circular section,a practical computing table is established by using the principle of dichotomy and as a result,the transcendentel equations and many times of iteration are avoided in the calcuIation of members' capacity.
出处
《四川建筑科学研究》
1999年第3期11-15,共5页
Sichuan Building Science
