Research Article

Enhancing the Classical Closed-Loop Algorithm in terms of Power Consumption

Table 2

Structural peak response of the controlled building during the El-Centro earthquake excitation.

CaseTop story Dis. (cm)Top story Vel. (m/s)Top story Acc. (m/s2)RMS of Dis. (cm)RMS of Vel. (m/s)RMS of Acc. (m/s2)Max. Co.f. (KN)Ave. Co.f. (KN)Max. B. shear (KN)RMS of drifts (cm)

No control19.31.067.939.162.2315.6811.077.34
Passive control15.20.896.431.091.8413.139.245.87
CCLQR6.700.633.6013.741.418.921082.82119.844.082.74
NLQR-α18.900.684.6018.341.5210.09763.1583.255.493.42
NLQR-α27.800.684.4016.101.499.40739.7999.174.863.12
NLQR-α36.800.634.1014.071.449.251069.4786.004.172.77