Fig. 9From: Finite Element Modeling and Nonlinear Analysis for Seismic Assessment of Off-Diagonal Steel Braced RC FrameComparison between experimental and FE crack patterns for flexural frame (left) and x-braced frame; a happened cracks in experimental models (Maheri et al. 2006; Youssefa et al. 2007) and b happened cracks in numerical models.Back to article page