Fig. 18From: Nonlinear Frame Element with Shear–Flexure Interaction for Seismic Analysis of Non-Ductile Reinforced Concrete ColumnsSectional shear responses at various monitoring sections along the height of column 2CMH18: a x = – L/2 and L/2; b x = – L/3 and L/3; c x = – L/6 and L/6; d x = 0.Back to article page