Fig. 48From: Seismic performance evaluation of steel and GFRP reinforced concrete shear walls at high temperaturedistribution of crack for different fire exposure sides. a Two-sides at 1% drift. b Two-sides at 2% drift. c Two-sides at 3% drift. d All-sides at 1% drift. e all-sides at 2% drift. f All-sides at 3% driftBack to article page