The cross- section curvature ductility ratio for R. C inequiaxial T - shaped, L - shaped and cress - shaped columns is calculated by numerical method.
采用非线性全过程数值分析方法，计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面曲率延性比。
Each width series has a certain ratio of bearing width t to the height of the bearing cross-section (Table 1.9).
每个宽度系列具有一定比例的宽度和高度(表1.9)轴承。
The cross section aspect ratio of fiber and the distribution of matrix surrounding are taken into consideration in the model.
该模型考虑了纤维截面的纵横比及基质在纤维周围的分布，对所有纵横比的情况都适用。
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