Research Article

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

Table 13

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

PGA (g)
0.10.20.30.40.50.60.70.80.91.0

MR0.90530.88940.88070.89620.91360.88640.89020.89800.90680.9179
TMD0.95010.94430.92870.98311.01501.00510.98630.97650.96570.9728
MR + TMD0.83990.83440.83170.87310.94370.88850.88360.88260.88520.8903

MR0.98780.99101.00130.98800.99270.99090.99410.99561.00081.0044
TMD0.96350.98370.98960.99550.99530.99420.99610.99670.99900.9976
MR + TMD0.94310.96650.98490.97860.98510.98520.99190.99360.99731.0018

MR0.23470.36160.40980.42630.39480.38790.37900.38530.40120.4156
TMD0.93810.94970.99490.99470.99710.99400.99610.99840.99840.9977
MR + TMD0.25170.38220.44750.46170.42590.39890.39730.40430.40340.4040

MR0.32750.41840.47020.56770.62440.65170.67380.69270.70880.7179
TMD0.93400.94110.96760.99360.99280.99060.98800.98790.99450.9933
MR + TMD0.26560.37820.44870.56070.59930.61990.63600.65560.67250.6865

MR0.90160.86700.89020.86600.85430.80680.78120.79460.80590.8410
TMD0.82920.86130.84520.87260.93551.04351.01750.99930.94580.9592
MR + TMD0.68320.71380.75560.74790.77640.78720.78430.79640.78930.8072

MR1.00160.99240.99701.00541.00251.00151.00271.00361.00641.0114
TMD0.88010.92160.94430.96760.93860.98240.98460.98700.98870.9892
MR + TMD0.85660.89880.94130.96760.92700.98170.98590.99010.99370.9994

MR0.17890.25790.29530.32470.33140.33120.32860.32810.32910.3303
TMD0.82680.87210.88950.93190.90410.95490.95910.96250.96620.9695
MR + TMD0.19950.26670.31380.34170.32880.33690.33830.34100.34450.3455

MR0.26920.35570.42910.48940.50420.52790.56390.62050.66170.6914
TMD0.82530.87350.89010.93140.90340.95790.97020.97670.96070.9665
MR + TMD0.19580.29640.38540.44800.46570.51260.55420.61940.67030.7060