Research Article

Study on Passive and Semiactive Control Systems in Structures under Near- and Far-Field Earthquakes

Table 8

Performance criteria for the proposed control systems under far-field earthquakes: reduced stiffness in the 1st story.

PGA (g)
0.10.20.30.40.50.60.70.80.91.0

MR0.85990.81500.80670.83940.85560.86980.85340.83720.84710.8646
TMD0.84280.84490.86740.90700.92360.96040.97480.97300.96090.9508
MR + TMD0.72250.71420.73600.77500.80510.82980.82860.82570.83550.8409

MR1.05071.03911.02501.02381.02051.01291.01301.01331.01141.0090
TMD0.97990.98360.98931.00021.00390.99970.99990.99930.99770.9972
MR + TMD1.01251.00731.00981.01701.02181.01421.01361.01311.01011.0072

MR0.30640.31520.35350.38410.42150.43280.44050.44680.45780.4482
TMD0.88720.89690.94960.96950.99680.99130.98940.98780.99420.9824
MR + TMD0.25830.27200.32600.35280.39360.41670.42530.43870.44600.4362

MR0.18410.23390.27740.30570.33810.35720.36610.37540.39200.4103
TMD0.88020.88760.93300.96060.98410.99610.98510.98390.97200.9724
MR + TMD0.15560.19280.24510.27080.31670.33990.35120.36630.38530.3958

MR0.90670.82910.74160.74660.76450.77590.76200.75570.75630.7764
TMD0.74160.75000.75200.79490.82680.88260.90120.90800.91000.9039
MR + TMD0.59110.58500.56860.59740.61990.66830.67300.67460.69070.7167

MR1.07481.02490.98340.98870.99370.99460.99761.01191.00201.0043
TMD1.01941.02481.03491.06151.05761.08641.09091.09431.09791.1015
MR + TMD0.94470.93420.92960.94940.94500.98060.98650.99050.99390.9967

MR0.29540.28110.27060.28980.31640.33700.35290.36350.36770.3715
TMD0.77520.78630.80330.84850.87690.91410.92610.93460.94570.9547
MR + TMD0.20730.21230.22460.24690.27250.30210.31930.33160.34000.3455

MR0.14060.16900.18510.21710.25050.27830.30250.32110.33680.3633
TMD0.76660.77680.78970.83580.86610.90440.91820.92660.93410.9392
MR + TMD0.09730.12050.14870.18080.21230.24620.27030.28940.31020.3346