Research Article

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

Table 9

Performance criteria for the proposed control systems under far-field earthquakes: reduced stiffness in the 5th story.

PGA (g)
0.10.20.30.40.50.60.70.80.91.0

MR0.93240.90100.88920.90090.90950.92080.91030.89570.90070.9074
TMD0.84250.84350.85970.89380.91120.94610.97260.97720.96400.9518
MR + TMD0.75410.74860.76470.80560.83770.86610.88010.88110.88350.8773

MR1.01471.00480.99750.98870.98970.98760.98860.99090.99150.9903
TMD0.98240.98470.99180.99981.00371.00111.00050.99980.99910.9989
MR + TMD0.98360.97840.98290.98690.99200.99060.98990.99090.98970.9895

MR0.22290.25280.29500.32080.34720.37450.39860.42070.42580.4195
TMD0.90420.90990.95930.97921.00481.01081.01571.00280.99540.9833
MR + TMD0.21010.21460.25960.28690.33050.36140.39180.41110.41740.4097

MR0.28380.32990.36950.38330.40490.42900.43790.44510.45830.4820
TMD0.90800.91260.95820.96490.98831.02461.01350.99440.97940.9791
MR + TMD0.25110.27980.32400.34880.39010.41630.42450.43450.45380.4647

MR0.87320.83200.77450.78870.82870.84810.83470.82520.83490.8266
TMD0.73920.74620.74470.77450.77970.87610.89330.90120.90730.8935
MR + TMD0.61150.61030.59970.62940.66500.71640.72720.73190.74420.7424

MR1.01030.98400.96390.96940.98110.98630.99070.99390.99630.9977
TMD1.02421.02811.03761.05820.99941.08871.09331.09651.09921.1022
MR + TMD0.92410.91700.91960.93690.93590.97300.97870.98320.98630.9888

MR0.16120.17730.19850.22540.25660.28170.29900.31000.31370.3170
TMD0.79080.79950.81150.84610.83450.92500.93590.94500.95410.9628
MR + TMD0.12850.14340.16820.19570.22540.25800.27600.28780.29380.2983

MR0.23180.24670.25870.28620.31660.34010.36020.37680.39940.4291
TMD0.78060.78890.79710.83140.82130.91100.92250.92990.93800.9446
MR + TMD0.16900.18390.20610.23590.26820.30220.32470.34420.36800.3931