Fig. 46From: Seismic performance evaluation of steel and GFRP reinforced concrete shear walls at high temperatureDistribution of crack for different thickness of concrete cover. a 20 mm at 1% drift. b 20 mm at 2% drift. c 20 mm at 3% drift. d 25 mm at 1% drift. e 25 mm at 2% drift. f 25 mm at 3% drift. g 30 mm at 1% drift. h 30 mm at 2% drift. i 30 mm at 3% driftBack to article page