Fig. 47From: Seismic performance evaluation of steel and GFRP reinforced concrete shear walls at high temperatureDistribution of crack for different durations of fire exposure. a 30 min at 1% drift. b 30 min at 2% drift. c 30 min at 3% drift. d 60 min at 1% drift. e 60 min at 2% drift. f 60 min at 3% driftBack to article page