“…Various types of energy dissipation devices have been developed in the literature. For example, displacement-dependent hysteretic devices (Kim et al, 2009; Lee and Kim, 2017; Whittaker et al, 1991), viscous or viscoelastic devices (Javidan and Kim, 2020; Kim and Bang, 2003; Xu et al, 2020, 2003a, Kim et al, 2016), friction devices (Javidan and Kim, 2019; Lee et al, 2008; Mualla and Belev, 2002), and magnetorheological dampers (Xu et al, 2003b; Xu and Shen, 2003) have been widely investigated. One of the drawbacks of using passive dampers for seismic protection is the presence of residual deformation in a structure when subjected to severe ground motions.…”