Research Article

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

Table 6

Performance criteria for the proposed control systems under far-field earthquakes: regular structure.

PGA (g)
0.10.20.30.40.50.60.70.80.91.0

MR0.92480.89250.87380.88640.89830.90670.89220.87950.88990.8990
TMD0.84380.84550.86170.89890.91940.94870.96650.97010.95850.9445
MR + TMD0.74650.74180.75780.80350.83090.85320.85880.86730.86880.8641

MR1.01961.00911.00240.99500.99640.99370.99781.00030.99740.9925
TMD0.98040.98270.99020.99871.00531.00151.00171.00030.99820.9971
MR + TMD0.98700.98210.98820.99150.99750.99741.00031.00130.99710.9901

MR0.24170.27030.31230.32760.35040.37970.40160.41890.42790.4158
TMD0.88120.88650.93540.97460.98790.98970.99110.98990.99530.9865
MR + TMD0.21920.22290.27500.29820.33280.36940.39500.41120.41800.4152

MR0.27380.31310.34470.36030.38360.39820.41210.42080.43720.4573
TMD0.88870.89270.93160.94490.98320.99450.99090.98040.97660.9724
MR + TMD0.22900.25440.30070.33460.36960.38910.40250.41510.42810.4369

MR0.86420.82170.76350.77290.80920.81940.80610.80290.81870.8217
TMD0.67620.68200.68490.71330.76100.79390.82250.82690.83030.8327
MR + TMD0.60270.59980.59270.62020.64600.68840.70210.71030.73260.7400

MR1.01000.98190.95650.96510.98050.98630.99030.99260.99500.9973
TMD0.91210.91530.92440.94820.96750.97300.97690.97980.98300.9864
MR + TMD0.92170.91340.91330.93170.93430.97260.97870.98190.98540.9886

MR0.18360.19520.21170.23910.27030.29470.31040.31880.32320.3255
TMD0.70750.71460.73190.76870.81290.83550.84830.85600.86500.8726
MR + TMD0.14240.15350.17680.20560.23680.26850.28630.29370.30030.3044

MR0.21400.23270.24630.27410.30480.32740.34690.36240.38520.4111
TMD0.69990.70670.72010.75710.80180.82410.83890.84360.85170.8585
MR + TMD0.15380.16880.19370.22400.25580.29030.31250.33010.35400.3775