Research Article

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

Table 11

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

PGA (g)
0.10.20.30.40.50.60.70.80.91.0

MR0.90010.86250.85120.88450.90960.87190.87940.88370.89250.9063
TMD0.96180.94640.94160.97791.01281.00150.98620.97330.96600.9712
MR + TMD0.82580.81350.80440.85880.89800.87140.87240.86970.87190.8805

MR0.99660.98141.01370.99470.98590.98440.98460.98900.99871.0112
TMD0.97850.97510.99430.99210.99850.99590.99670.99590.99770.9979
MR + TMD0.96830.96201.00530.99310.98140.97820.97650.98420.99391.0080

MR0.27360.39490.46320.48640.45300.41540.41000.41010.41170.4117
TMD0.93750.94450.98260.99760.99140.99450.99460.99660.99800.9992
MR + TMD0.25230.37760.44950.47590.43770.40970.40410.40910.40860.4079

MR0.29680.39770.46820.57220.61710.63500.64980.67090.68820.7012
TMD0.94380.94560.96840.98320.99250.99130.98790.98750.98660.9900
MR + TMD0.26420.37560.45380.56590.61330.63100.64310.66100.67670.6918

MR0.88870.82960.85770.82450.82710.79870.76810.75330.77750.8102
TMD0.83500.85270.87240.88340.95541.03631.00370.96910.94980.9541
MR + TMD0.66140.67470.72840.72170.72250.77060.74470.74720.75800.7902

MR0.98160.95110.97500.99761.00361.00311.00121.00391.00761.0115
TMD0.88010.91810.94240.96920.93970.98370.98660.98850.98960.9905
MR + TMD0.82250.84990.91200.95470.93380.97930.98290.98930.99571.0015

MR0.23740.29500.33040.35520.35850.35060.35000.35040.35380.3541
TMD0.83220.86870.89130.93190.90840.95390.95970.96430.96760.9710
MR + TMD0.19570.25490.30270.33430.32560.33350.33520.33850.34330.3451

MR0.23900.32460.40010.46200.49350.51520.55190.59170.64230.6833
TMD0.83070.86480.89750.92600.90330.96220.97070.96660.96090.9644
MR + TMD0.19120.27900.37280.43520.45500.49780.53710.58850.63880.6765