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

Table 1

Parameters used in (3) and (4).

Frame	𝐹0 (kN)	𝐹𝑑 (kN)	𝛽	𝑁	𝑘𝑐 (kN/m)	𝑘𝑐(𝑝) (kN/m)
F4	122.6	578.8	2	2	17330	1881
F6	313.9	932.0	2	2	18556	2040
F8	348.3	932.0	2	2	18150	2044
F10	480.7	1128.2	2	2	18937	2202
F14	282.5	981.0	2	2	12422	1609