Research Article
Mechanical Performance and Design Method of Improved Lead Shear Damper with Long Stroke
Table 2
Peak damping ratio of different ground motions (%).
| Wave number | T1 | T2 | T3 | T4 | T5 | T6 | Interstory drift angle | 36.27 | 36.21 | 34.14 | 45.35 | 42.92 | 41.08 | Peak acceleration | 0.32 | −4.13 | −8.5 | −1.05 | −4.66 | 0.68 | Base shear force | 0.27 | 1.01 | 23.71 | 6.18 | 26.78 | 6.46 |
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