Figure 6. Numerical shear-drift results: a) distributed inelasticity element with displacement-based formulation; b) lumped-plasticity element and c) distributed inelasticity element with force-based formulation

From

Numerical Modelling of RC Columns Subjected to Biaxial Horizontal Loading and Variable Axial Load

André Furtado, Hugo Rodrigues, António Arêde

American Journal of Civil Engineering and Architecture. 2015, 3(1), 28-38 doi:10.12691/ajcea-3-1-5