摘要
为研究高强混凝土L形截面柱的抗剪性能 ,对 9根试件 (其中 7根正向加载 ,2根变角度加载 )进行了试验研究。研究分析了轴压比、剪跨比、加载角度、配箍率等因素对试件抗剪性能的影响 ,提出了考虑剪跨比。
Based on the experiment of nine specimens, the shear strength of L\|shaped high\|strength concrete column is studied. The effects of shear span, axial compression ratio, loading angle and stirrup ratio on the shear strength of L\|shaped high\|strength concrete column are analyzed in this paper. Furthermore, a suggested design formula is proposed. The coincidence of calculating results with test data proves that the suggested formula can meet the engineering design requirements.
出处
《工业建筑》
CSCD
北大核心
2002年第4期29-32,共4页
Industrial Construction
