Seismic Performance Evaluation of Modern Bare and Masonry-Infilled RC SMRF Structures

Figure 6

Damages observed in the hybrid masonry-infilled frame structure under 200% earthquake motions. (a) In-plane loaded frame. (b) Face-loaded frame. (c) Through horizontal cracks in masonry panel. (d) Horizontal sliding at the masonry bed joint. (e) Damage to out-of-plane panel on ground story. (f) Damage to out-of-plane panel on third story.