1.The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.

1.摘要采用非线性数值分析方法，计算了钢筋混凝不等肢T形、L形和十字形柱截面模种工况下的截面曲率延性比。