The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘要采用非线全过程数值析方法,计筋混凝土不等肢T形、L形和十字形柱截面模型在种工况下的截面曲率延比。
The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘要采用非线全过程数值析方法,计筋混凝土不等肢T形、L形和十字形柱截面模型在种工况下的截面曲率延比。
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