摘要
基于离心钢管砼柱试验结果，通过理论分析并简化，提出了离心钢管砼构件偏心受压强度计算公式，并和实测强度进行了比较，表明符合性较好。
Based on the experimental results of centrifugal hollowsteel-pipe-concrete composite columns, the formulation for calculating the strength ofcentrifugal hollow steel pipe-concrete composite columns under eccentric loading was proposed. The comparison between the calculated values and the exprimental dates indicatedthat they were in good agreement.
出处
《宁波大学学报（理工版）》
CAS
1995年第2期73-78,共6页
Journal of Ningbo University：Natural Science and Engineering Edition
关键词
离心钢管砼
偏心受压
强度
centrifugal hollow steel-pipe-concrete composite column
eccentric loading
strength
