摘要
利用数值计算方法建立了计算离心螺旋筋管混凝土柱偏心受压承载力的理论模型，编制了计算程序。与实验对比、符合较好。
The numerical calculation method is used to establish a theoretical model to calculate the ultimate strengh of concrete filled tubular columns with spiral reinforcement undercompression loads with different eccentricities.A computer progrom is complated. Compared withexperimental data, the results are excellent.
关键词
离心螺管柱
偏心
受压承载力
混凝土柱
spiral reinforcement,compressive loading, core concrete, concrete filled tubular column
