Research Article

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

Table 10

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

PGA (g)
0.10.20.30.40.50.60.70.80.91.0

MR0.89960.88350.87600.90450.90600.87860.88320.89190.89940.9042
TMD0.95040.94240.92501.00041.01581.00530.98450.97650.96840.9650
MR + TMD0.83430.82940.82630.88010.89770.88090.87610.87780.88190.8802

MR0.98690.99241.00130.98350.98640.99440.99580.99610.99760.9989
TMD0.96330.98250.99270.99400.99340.99440.99560.99630.99940.9985
MR + TMD0.94020.96570.98350.97080.97890.98880.99180.99300.99390.9984

MR0.25300.37810.41850.42990.40950.40230.39080.39400.40130.4162
TMD0.94080.95370.99530.98820.99600.99620.99670.99781.00040.9991
MR + TMD0.23150.35250.40600.41710.39910.39260.38510.38800.39630.4093

MR0.31580.40410.45690.54870.61190.64260.66430.68450.69910.7098
TMD0.93970.94300.96810.98250.99270.98890.98750.98920.99410.9929
MR + TMD0.28630.38510.44000.54640.61170.63970.65590.67440.68970.7043

MR0.89490.85840.90480.87910.85450.78620.77360.78320.79090.8108
TMD0.82750.85210.84020.87800.94081.05321.01990.97910.95220.9387
MR + TMD0.67120.69670.75430.75490.78660.77380.78610.78540.78430.7817

MR0.99880.98730.99821.00521.00151.00191.00281.00341.00591.0099
TMD0.87520.91940.94200.96570.90910.98110.98440.98670.98790.9888
MR + TMD0.84740.88890.93570.96370.97360.98070.98530.98820.99160.9993

MR0.19390.26600.30640.33430.34160.34250.33840.33700.33570.3355
TMD0.82180.86990.88430.92940.88010.95380.96010.96320.96580.9666
MR + TMD0.15500.23540.28660.31790.32870.32660.32580.32550.32550.3267

MR0.25310.33640.41390.47760.49440.51490.55020.60470.64890.6837
TMD0.82080.86790.88760.92850.88060.96090.96910.96620.95760.9558
MR + TMD0.19880.29470.38250.44000.48310.51630.55630.60380.64580.6703