SOL 109 TIME 10 TITLE=S DOF, GROUND MOTION SUBTIE LARGE MAS 工ABEL=ⅩV工AⅩ SET 1=1 DLOAD=105 TSTEP=6 DISPLSALL ACCELSALL OLOAD=1 BEGIN BULK DAREA105,1,1,1.0E8 CONM2,3,2,1.0 CONM2,999,1,,1.0E8 cROD,1,1,1,2 GRID,1,,0.,0.,0.,,23456 GRID,2,,1.,0.,0.,,23456 MAT1,1,1.,,0 PARAM, USETPRT, 1 PROD,1,1,39.4784 TABLEDI,8,,/,+TABl +TAB1,0.,0,.025,0.,05,0,.075,0.,+TAB2 +TAB2,5.075,12.5,10.075,25.0,ENDT TLOAD1,105,105,,1,8 TSTEP,6,199,.025,1 ENDDAT Large stiffness Method SOL 109 TIME 10 CEND TITLE=S DOF, GROUND MOTION SUBTIE LARGE STIFENESS 工ABEL= X VIA FORCING SET 1=1 100 DLOAD=105 TSTEP=6 DISPLFALL ACCELSALL OLOAD=1SOL 109 TIME 10 CEND TITLE=SDOF, GROUND MOTION SUBTI= LARGE MASS LABEL = X VIA X SET 1=1 DLOAD=105 TSTEP=6 DISPL=ALL ACCEL=ALL OLOAD=1 BEGIN BULK DAREA,105,1,1,1.0E8 CONM2,3,2,,1.0 CONM2,999,1,,1.0E8 CROD,1,1,1,2 GRID,1,,0.,0.,0.,,23456 GRID,2,,1.,0.,0.,,23456 MAT1,1,1.,,0. PARAM,USETPRT,1 PROD,1,1,39.4784 TABLED1,8,,,,,,,,+TAB1 +TAB1,0.,0.,.025,0.,.05,0.,.075,0.,+TAB2 +TAB2,5.075,12.5,10.075,25.0,ENDT TLOAD1,105,105,,1,8 TSTEP,6,199,.025,1 ENDDATA Large Stiffness Method SOL 109 TIME 10 CEND TITLE=SDOF, GROUND MOTION SUBTI= LARGE STIFFNESS LABEL = X VIA FORCING SET 1=1 SPC = 100 DLOAD=105 TSTEP=6 DISPL=ALL ACCEL=ALL OLOAD=1