Research Article
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 | (kN) | (kN) | | | (kN/m) | (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 |
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