Reduction of Maximum and Residual Drifts on Posttensioned Steel Frames with Semirigid Connections
Figure 8
Median values of maximum and residual interstory drifts for F6PTC at different spectral acceleration values: (a) 0.8 g, (b) 1.0 g, (c) 1.2 g, and (d) 1.5 g.