Research Article
A Simplified Model for Dynamic Response Analysis of Framed Self-Centering Wall Structures under Seismic Excitations
Table 2
Parameter values used in the study.
| | Parameter | Values |
| | PT tendon | Fp0 (kN) | 198.46 | 354.7 | 508.08 | 696.76 | 1026.02 | | kp (kN/mm) | 15.36 | 27.44 | 39.32 | 53.92 | 79.4 |
| | Damper | Fy (kN) | 72.45 | 108.75 | 187.9 | 246.45 | 317.35 | | kd (kN/mm) | 96.44 | 139.24 | 195.04 | 230.76 | 286.2 |
| | Frame | fyf (kN) | 300 | 400 | 500 | 600 | 700 | | kf (kN/mm) | 29 | 38 | 47 | 56 | 65 |
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