摘   要：采用带约束拉杆矩形钢管混凝土的本构关系，利用纤维模型法对带约束拉杆矩形钢管混凝土短柱承载力进行了数值分析，计算结果与试验结果吻合良好。利用经试验结果验证的计算程序对带约束拉杆矩形钢管混凝土短柱轴压和单、双向偏压承载力进行了较系统的参数分析，回归出带约束拉杆矩形钢管混凝土轴压和单、双偏压承载力简化计算公式，公式的计算精度高，形式简单，便于应用，可供工程设计参考。

Abstract: Fiber model method is adopted to calculate the bearing capacity of rectangular concrete filled steel tube (CFT) stub columns with binding bars and the constitutive relationship of rectangular CFT with binding bars is employed in the numerical analysis. The numerical results are in good agreement with the experimental ones. The parameters analysis of the bearing capacity of the CFT stub columns subjected to axial, uniaxial and biaxial eccentric loading are performed by using verified programs through experimental results. Simplified formulas for axial and eccentric bearing capacity of rectangular CFT stub columns with binding bars are presented by regression, which have high accuracy, simple expression and can be useful as references to the design of relational projects.