Advances in Materials Science and Engineering

Research Article

Evaluation of the Response of Posttensioned Steel Frames with Energy Dissipators Using Equivalent Single-Degree-of-Freedom Systems

Figure 4

Transformation factors of of frames F4 to F14.
730324.fig.004a
(a) = 0.89 s
730324.fig.004b
(b) = 1.03 s
730324.fig.004c
(c) = 1.25 s
730324.fig.004d
(d) = 1.37 s
730324.fig.004e
(e) = 2.10 s