圆截面偏压柱配筋计算理论公式及图表解法  

Theoretical Formulas and Graphic Methods of Reinforcement Calculation on Circular Section Columns Subjected to Eccentrical Compressive Loads

作　　者：袁发顺[1,2] 杨嵘昌[1,2] 

机构地区：[1]南京建筑工程学院建工系 [2]南京建筑工程学院勘测系

出　　处：《南京建筑工程学院学报》1997年第1期13-23,共11页Journal of Nanjing Architectural and Civil Engineering Institute(Natural Science)

摘　　要：导出了钢筋混凝土圆形截面偏心受压柱正截面强度的理论公式，并据此制成了计算用图和计算用表，运用本文图表进行计算不仅简单方便而且计算结果更为精确。本文计算方法不仅具有一定的理论价值，而且由于它可以直接精确求解，避免了规范公式在配筋计算时需反复迭代的缺陷，因此具有明显的实用价值。The theoretical fomulas on normal section strength of R.C.circular section columns subjected to eccentrical compressive loads have been drawn in this paper. Practical graphers and tables based on the fomulas have also been presented. With the graphers and tables, the calculations become easier and the computed results are more accurate. And the methods presented in this paper have not only theoretical value but, because iteration methods in reinforcement calculations when using formulas given in the code GBJ10 89 are avioded, good practical value.

关 键 词：钢筋混凝土 柱 圆形截面 图表解法 公式 配筋 

分 类 号：TU375.3[建筑科学—结构工程] TU511.32