摘要
提出了组合砌体矩形截面小偏心受压构件对称配筋的简化分析方法，充分论证了其精确度，使此类砌体构件和混凝土构件在计算方法上达到一致。
A simplified method for the analysis of symmetrically reinforced composite masonry compression member with rectangular section and small eccentricity is developed. The method is uniformity in calculation for such similar sections in reinforced masonry structure and R. C. structure, and its accuracy is completely studied.
出处
《建筑结构》
CSCD
北大核心
1999年第3期7-9,共3页
Building Structure
