摘要
本文求出不同截面高度,不同竖向分布筋配筋率的,大小偏心受压对称配筋剪力墙的,界限相对偏心距e_0/h_0,以此作为大小偏心受压剪力墙,对称配筋强度计算的判别依据。最后并举例验证其可靠性。
This paper disscuses demarcation relative eccentricity e0/h0 about differed section's altitude and different rate of rertical distribution steel and diffent eccentric compression. It is regarded as strength count's distinguish in eccentri
compression shearing force walls of symmetry steel. At last we proved that it
is reliability by examples.
出处
《华东交通大学学报》
1991年第1期30-35,共6页
Journal of East China Jiaotong University
