Research Article
Parameter Optimization of a Vertical Spring-Viscous Damper-Coulomb Friction System
Figure 14
Structural peak acceleration when = 0.001, K = 100 kN/m, m, and m (DS1, DS2, DS3, and DS4 are defined by the structural peak acceleration in Table 2). (a) = 0.001 m−1 and C = 0 kN·s/m. (b) = 0.002 m−1 and C = 0 kN·s/m. (c) = 0.003 m−1 and C = 0 kN·s/m. (d) = 0.003 m−1 and C = 10 kN·s/m.
(a) |
(b) |
(c) |
(d) |