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离心螺旋筋管混凝土柱偏心受压承载力的理论计算
引用本文:贺军利,李国柱,毕艳云.离心螺旋筋管混凝土柱偏心受压承载力的理论计算[J].黑龙江科技学院学报,1997(2).
作者姓名:贺军利  李国柱  毕艳云
作者单位:哈尔滨建筑科技大学,双鸭山市建筑设计院
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。

关 键 词:螺旋筋  偏压  核心混凝土  混凝土填充管柱

Theoretical Calculation on the Ultimate Strength of Concrete Filled Tubular Columns with Spiral Reinforcement Under Compression Load with Different Eccentricities
He Junli,Li Guozhu,Bi Yanyun.Theoretical Calculation on the Ultimate Strength of Concrete Filled Tubular Columns with Spiral Reinforcement Under Compression Load with Different Eccentricities[J].Journal of Heilongjiang Institute of Science and Technology,1997(2).
Authors:He Junli  Li Guozhu  Bi Yanyun
Institution:He Junli;Li Guozhu;Bi Yanyun(Civil Engineering Dept.) (Shuangyashan Construction Design Institute)
Abstract: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.
Keywords:spiral reinforcement  compressive loading  core concrete  concrete filled tubular column  
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