Robust Control of Structures with Active Tendon and Fuzzy-LQR Algorithm Considering Uncertainties of Structural Parameters

[1] Soong T(2002)Supplemental energy dissipation: state-of-the-art and state-of-the-practice Eng Struct 24 243-259

[2] Spencer B(2018)Comparison of the seismic performance of a partial mass isolation technique with conventional TMD and base-isolation systems under broad-band and narrow-band excitations Eng Struct 158 110-123

[3] Anajafi H(1980)Optimum absorber parameters for simple systems Earthq Eng Struct Dynam 8 197-217

[4] Medina RA(1988)State-of-the-art review: active structural control in civil engineering Eng Struct 10 74-84

[5] Warburton G(2019)Absolute instantaneous optimal control performance index for active vibration control of structures under seismic excitation Shock Vib 2019 1-13

[6] Ayorinde E(2018)A hybrid LQR-PID control design for seismic control of buildings equipped with ATMD Front Struct Civ Eng 12 44-57

[7] Soong T(2019)A spectrum for estimating the maximum control force for passive-base-isolated buildings with LQR control Eng Struct 199 280-299

[8] Yanik A(2018)A new performance index of LQR for combination of passive base isolation and active structural control Eng Struct 157 605-611

[9] Heidari AH(2006)Active control of structures using energy-based LQR method Computer-Aided Civil Infrastruct Eng 21 1268-1276

[10] Etedali S(2003)Instantaneous optimal Wilson-θ control method J Eng Mech 129 308-321

[1] Soong T(2002)Supplemental energy dissipation: state-of-the-art and state-of-the-practice Eng Struct 24 243-259

[2] Spencer B(2018)Comparison of the seismic performance of a partial mass isolation technique with conventional TMD and base-isolation systems under broad-band and narrow-band excitations Eng Struct 158 110-123

[3] Anajafi H(1980)Optimum absorber parameters for simple systems Earthq Eng Struct Dynam 8 197-217

[4] Medina RA(1988)State-of-the-art review: active structural control in civil engineering Eng Struct 10 74-84

[5] Warburton G(2019)Absolute instantaneous optimal control performance index for active vibration control of structures under seismic excitation Shock Vib 2019 1-13

[6] Ayorinde E(2018)A hybrid LQR-PID control design for seismic control of buildings equipped with ATMD Front Struct Civ Eng 12 44-57

[7] Soong T(2019)A spectrum for estimating the maximum control force for passive-base-isolated buildings with LQR control Eng Struct 199 280-299

[8] Yanik A(2018)A new performance index of LQR for combination of passive base isolation and active structural control Eng Struct 157 605-611

[9] Heidari AH(2006)Active control of structures using energy-based LQR method Computer-Aided Civil Infrastruct Eng 21 1268-1276

[10] Etedali S(2003)Instantaneous optimal Wilson-θ control method J Eng Mech 129 308-321