Figure 7:
Normalized damper force-displacement and velocity loops for dampers located at stiff and flexible edges for passive-on algorithm under Imperial Valley, 1940 earthquake (
𝑇
𝑦
=
1
s,
Ω
𝜃
=
1
,
𝑒
𝑥
/
𝑟
=
0
.
3
).
