Fig. 19From: Integrating of Nonlinear Shear Models into Fiber Element for Modeling Seismic Behavior of Reinforced Concrete Coupling Beams, Wall Piers, and Overall Coupled Wall SystemsCurvature of monitored sections (Gauss–Lobatto integration points) in positive drift direction of Specimen CW-1 (left = compression wall, right = tension wall).Back to article page