Research Article

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

Table 3

Mean and standard deviation of RRD values.

Ratio of RIDRmaxMeanStandard deviation

F6PTC/F6WC0.490.123
F8PTC/F8WC0.640.106
F10PTC/F10WC0.720.069