“…Consequently, various vibration control techniques have been investigated and applied in civil engineering to reduce the dynamic responses of steel structures. These include stiffening the steel frame (Zhou et al., 2015), adding mass (Kala et al., 2013), and implementing passive control (Andersson et al., 2015), such as viscous (J. Chen et al., 2017) or tuned mass dampers (TMD; Gutierrez Soto & Adeli, 2013, 2014), semi‐active control (Gutierrez Soto & Adeli, 2019; Kim & Adeli, 2004, 2005a, 2005c; X. Shi et al., 2021), active control (Adeli & Saleh, 1997; Fantuzzi et al., 2022; Fisco & Adeli, 2011a), and hybrid control (Fisco & Adeli, 2011b; Kim & Adeli, 2005b). Each of these techniques has its own advantages and disadvantages.…”