论文部分内容阅读
本文针对当前在普通钢筋混凝土矩形截面非对称配筋小偏心受压构件正截面承载力计算中,较广泛采用的简化法——“塑性中心法”,提出异议,认为此法有待商榷,应停止推广使用。
This paper presents an objection to the more widely used simplification method—“plastic center method” in the calculation of the normal section bearing capacity of non-symmetrical bar-equilateral small eccentric compressive members of ordinary reinforced concrete rectangular sections. It is considered that this method is subject to discussion and should be stopped. Promote use.