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[1]给出的轴压、单向偏压和双向偏压计算公式的不统一问题进行了分析。在现行规范计算理论的基础上提出了一种钢筋砼矩形截面柱对称配筋计算的合理方法。
Aimed at symmetric reinforcement computation of reinforced concrete (RC) column in present computer program of structural design; combined with typical examples,this paPer first analyses the ununity of computation formula among axial, one-way eccentric and two-way eccentric compression, given in the current buiIding code; then puts forward a reasonable computation method on symmetric reinforcement of RC rectangular sectional column on the basis of current building code.
出处
《四川建筑科学研究》
1999年第1期11-16,10,共7页
Sichuan Building Science
关键词
钢筋混凝土柱
偏心受压
配筋计算
计算机
reinforced concrete column, biased compression, steel area computing, computer aid method
