Research Article

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

Table 7

Performance criteria for the proposed control systems under far-field earthquakes: reduced stiffness in the 1st–5th stories.

PGA (g)
0.10.20.30.40.50.60.70.80.91.0

MR0.91270.87440.85460.84880.90520.91870.93260.90420.88810.8889
TMD0.83370.83600.85180.86910.90550.94080.98460.99310.97440.9585
MR + TMD0.74740.74290.75200.77710.82130.85630.88350.87980.87330.8661

MR1.03691.02221.01071.00601.01071.01221.01001.01001.01031.0112
TMD0.98320.98510.98910.99300.99800.99970.99900.99900.99850.9987
MR + TMD1.00761.00351.00291.00361.01141.01271.01021.00931.00921.0099

MR0.25540.29880.33310.37550.39610.41370.43970.44950.45000.4595
TMD0.88510.89240.92580.97240.99140.98561.00161.00080.98630.9807
MR + TMD0.22760.24740.30090.33880.37970.41130.43480.44600.44760.4469

MR0.24360.29140.32810.36380.40130.42230.43130.44100.44440.4559
TMD0.87940.88550.91150.95240.98791.00651.01101.00110.98650.9645
MR + TMD0.20280.23520.28600.32410.36830.40460.41420.42530.43510.4420

MR0.87330.81040.73610.73160.78320.80510.82930.82740.82440.8140
TMD0.74070.74650.74560.77180.79060.87870.90830.91950.91830.9172
MR + TMD0.60230.59760.58440.60140.67200.69650.72880.74430.75320.7528

MR1.02370.98810.95520.95900.96950.97850.98520.99060.99420.9976
TMD1.01151.01491.02101.04511.00411.08331.09001.09531.09911.1027
MR + TMD0.91530.90890.90590.92350.97920.96410.97390.98060.98510.9890

MR0.21830.22360.23270.25940.28360.30420.31940.33070.34190.3488
TMD0.77270.77990.79160.83480.83810.92120.93780.94910.95890.9703
MR + TMD0.16400.17260.19230.21960.25960.27510.29050.30530.31720.3274

MR0.18760.20980.22300.25180.28330.30790.33450.35190.37240.3964
TMD0.76310.76990.77790.81810.82520.90840.92590.93660.94270.9516
MR + TMD0.13160.15090.17720.20730.25120.27400.29780.32120.34290.3665