Research Article

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

Table 12

Performance criteria for the proposed control systems under near-field earthquakes: reduced stiffness in the 1st story.

PGA (g)
0.10.20.30.40.50.60.70.80.91.0

MR0.86810.82360.82370.87860.87850.84970.85490.86450.87310.8830
TMD0.95590.94580.93201.00341.01561.00350.98610.97750.96810.9640
MR + TMD0.78690.77580.78320.84580.86230.84690.84660.84980.85830.8639

MR0.99841.00511.01280.99410.99380.99850.99860.99751.00581.0206
TMD0.96300.98340.98910.99250.99170.99560.99580.99560.99850.9996
MR + TMD0.95490.97070.99320.97840.98380.99620.99070.99251.00121.0167

MR0.30870.42760.47450.49320.45840.43690.41560.40330.40650.4150
TMD0.94170.95310.99700.99400.99440.99640.99721.00071.00010.9992
MR + TMD0.27720.39950.46140.47510.44080.42590.40970.39600.40250.4066

MR0.24440.35640.42330.51750.57320.61160.63630.65560.67250.6858
TMD0.94240.94580.96830.99200.99140.98940.98700.98680.98960.9903
MR + TMD0.21720.33720.40980.50930.56940.60930.62920.64740.66260.6800

MR0.84000.79190.86360.84010.81980.74970.70720.71200.73160.7671
TMD0.82950.85650.85920.89180.95251.05561.01750.98270.95630.9472
MR + TMD0.61540.63640.71720.73970.75040.71720.69870.71120.72700.7521

MR1.00840.99030.99661.00771.00371.00481.00521.00581.00931.0161
TMD0.87370.91960.94430.96690.93710.98160.98510.98690.98820.9892
MR + TMD0.85230.89180.94250.97040.97800.98440.98880.99240.99721.0043

MR0.28040.32880.36470.38950.38690.38080.37480.37390.37230.3712
TMD0.82360.86870.89340.93360.90380.95650.96030.96330.96570.9677
MR + TMD0.21830.27880.33090.35940.36380.35720.35620.35710.35680.3558

MR0.18080.29350.37200.44050.46690.48600.51420.54870.59660.6395
TMD0.82260.86650.89640.93130.90820.96600.97400.97460.96890.9591
MR + TMD0.14810.25580.34790.41760.45420.48460.51240.55300.59580.6376