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

Table 4

𝐸_𝐻 dissipated by the connections with respect to the total 𝐸_𝐻.

𝛾	F4	F6	F8	F10	F14
0.015	0.287	0.444	0.630	0.806	0.982
0.020	0.278	0.424	0.564	0.720	0.929
0.030	0.272	0.398	0.492	0.596	—
0.050	0.273	0.356	—	—	—