摘要
当前,国内外学者对核心方钢管混凝土柱以及内埋方钢管空间钢构架混凝土柱的轴压承载力研究较为详细,但对内埋方钢管空间钢构架混凝土短柱偏心受压承载力的计算公式还很少。因此,基于试验研究和理论分析的结果对内埋方钢管空间钢构架混凝土柱采用叠加法原理计算其偏心受压承载力。
At present,domestic and foreign scholars have studied the axial bearing capacity of core concrete-filled steel tubular columns and embedded steel tubular space steel frame concrete columns,but the calculation formula of eccentric compression bearing capacity of embedded steel tubular space steel frame concrete short columns Still rarely mentioned.Therefore,based on the results of experimental research and theoretical analysis,the eccentric compression bearing capacity of the embedded steeltubular space steel frame concrete column is calculated by the superposition method principle.
作者
韩国庆
HAN Guoqing(School of Civil Engineering,Suzhou University of Science and Technology,Suzhou 215011,China)
出处
《四川建材》
2019年第11期62-63,共2页
Sichuan Building Materials
关键词
钢管混凝土
空间钢构架混凝土
组合柱
偏心受压
承载能力
concrete filled steel tube
spatial steel frame con-crete
composite column
eccentric compressionbehavior
bearing capacity
