摘要
本文根据１６根劲性钢筋混凝土短柱的试验结果，利用累加方法对劲性钢筋混凝土短柱斜截面受剪承载力进行了分析，提出了较为实用的计算公式。
In this paper,16 SRC short columns (subjected constant axial compressive load and reversed cyclic or monotonic horizontal load)were tested. Based on the superposed strength method the formulas for calculating the shear strength of SRC Short columns are proposed. Comparison of the results predicted by the propsoed formulas and obtained from the tests shows the computed strengths agree well with the test results.
出处
《西南交通大学学报》
EI
CSCD
北大核心
1994年第4期342-347,共6页
Journal of Southwest Jiaotong University
关键词
钢筋混凝土
柱
承载力
reinforced concrete
column
bearing capacity
