Fig. 49
From: Seismic performance evaluation of steel and GFRP reinforced concrete shear walls at high temperature
distribution of crack for steel or GFRP reinforced shear wall. a Steel 60 min, all sides (1% drift). b Steel 60 min, all sides (2% drift). c Steel 60 min, all sides (3% drift). d GFRP 60 min, all sides (1% drift). e GFRP 60 min, all sides (2% drift). f GFRP 60 min, all sides (3% drift)