节点文献
钢筋混凝土双向偏心受压L形截面柱正截面承载力的简化计算
Simple Design Method for L Shaped R.C. Columns on Cross Sections with Biaxial Eccentricities
【摘要】 通过对国内已有的双向偏心受压L形截面柱试验结果的统计分析,基于单向偏心受压钢筋混凝土矩形截面柱正截面承载力计算方法提出了双向偏心受压L形截面柱正截面承载力的计算方法.方法简单、实用,计算值与试验值符合较好.
【Abstract】 Based on the analysis of the L shaped R.C.column experimental results, a simple design method for L shaped R.C.columns with biaxial eccentricities is presented.The design formulas for rectangular section R.C.columns can be used to design L shaped R.C.columns with the method offered in this paper.This method is simple and utility, and the theoretical predictions of the bearing capacities show good agreement with the experimental results.
【关键词】 L形截面;
双向偏心受压;
钢筋混凝土;
柱;
正截面承载力;
【Key words】 L shaped section; biaxial eccentricity; reinforced concrete; column; ultimate capacity of cross section;
【Key words】 L shaped section; biaxial eccentricity; reinforced concrete; column; ultimate capacity of cross section;
【基金】 江苏省墙体材料改革专项研究基金
- 【文献出处】 东南大学学报 ,Journal of Southeast University , 编辑部邮箱 ,1999年S1期
- 【分类号】TU375.1
- 【被引频次】8
- 【下载频次】178