摘要
针对目前结构设计计算机程序中钢筋砼柱的对称配筋计算问题 ,结合典型算例 ,对现行规范 [2 ]中轴压、单向偏压和双向偏压计算公式的统一性问题进行了探讨 ,在文献 [1 ]的基础上 ,提出了一种圆形、环形。
In view of the symmetric reinforcement computation of reinforced concrete (RC) column in current structural design software,the authors analyze the no uniformity of computation formulae among axial compression,one way eccentric compression,biased eccentric compression,combined with typical examples.A new computation method is proposed for the symmetric reinforcement of reinforced concrete column with circle and Ⅰ type section.
出处
《四川建筑科学研究》
2000年第1期16-18,共3页
Sichuan Building Science
关键词
配筋计算
偏心受压
计算机方法
钢筋混凝土柱
reinforced concrete column
reinforcement computation
computer aided method
