Advances in Materials Science and Engineering / 2014 / Article / Fig 4

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.
(a) = 0.89 s
(b) = 1.03 s
(c) = 1.25 s
(d) = 1.37 s
(e) = 2.10 s

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