Basing the analysis on the experimental data, the author provides the load-bearing capacity formula of the concrete short column confined by overlapping hoops under uniaxial compression and the relationship between characteristic value of hoop and spacing
Basing the analysis on the experimental data, the author provides the load-bearing capacity formula of the concrete short column confined by overlapping hoops under uniaxial compression and the relationship between characteristic value of hoop and spacing
摘要通过实验数据的分析，提出了轴心受压复合方箍短柱正截面承载力的计算公式并给出了配箍特征值与箍筋间距的关系，具有一定的实用价值。