Fig. 17From: Integrating of Nonlinear Shear Models into Fiber Element for Modeling Seismic Behavior of Reinforced Concrete Coupling Beams, Wall Piers, and Overall Coupled Wall SystemsComparisons in maximum shear forces obtained from experimental data, proposed CWE model, and fiber model in each number of load cycle: a CW-1 and b CW-2.Back to article page