摘要
对以新《规范》为依据编写的专科教材,就矩形截面不对称配筋钢筋砼小偏心受压构件正截面强度计算过程进行归纳、分析,提出合理的计算模式.
To college - textbooks based new 《code》(GBJ10-89) the article Analyses theCross - Section Ultimate Strength Computational Program of Small Eccentrically LoadedReinforced Concrete Columns and puts forward a rational Calculation - Model.
关键词
钢筋混凝土
受压构件
强度
计算
模式
reinforced concrete
rressed member
strength
calculation
model