Fig. 1From: Finite Element Modeling and Nonlinear Analysis for Seismic Assessment of Off-Diagonal Steel Braced RC FrameExperimental characteristics of structural elements (Maheri et al. 2006; Youssefa et al. 2007), for F 1 model, flexural reinforced concrete frame (left) and for F x model, x-braced reinforced concrete frame (right) to use for FE models and calibration process.Back to article page