Research Article

Reduction of Maximum and Residual Drifts on Posttensioned Steel Frames with Semirigid Connections

Figure 5

Median values of maximum interstory drifts one standard deviation for models: (a) F6WC, (b) F10WC, (c) F6PTC, and (d) F10PTC.
192484.fig.005a
(a) F6WC
192484.fig.005b
(b) F10WC
192484.fig.005c
(c) F6PTC
192484.fig.005d
(d) F10PTC