Accordingtothegeologystudy,Indonesiaislocatedbetween4activemainplatesoftheearth,sothatthis regionisproneofearthquake.Becauseoftheearthquake,amorecomplexstructureplanningisneededby usingdynamicanalysis.Anearthquakecan’tbepredictedthetimeandtheplaceoftheoccurrence.Ifthere is a more important building, it should be last for a longtime, so the earthquake energy that should be calculatedtowardsthebuildingisbigger.Thisstudyiscomparingthedriftratiovalue,displacementvalue and the wobble scheme towards variation of structure model that are happened because of spectrum responseofearthquakeload.Theanalysismethodisspectrumresponseanalysiswith4modelsofbuilding structure which are, 1 frame structure model and 3 building structure model with variation of shear wall placementbyusing ETABS program.Theresultsof theanalysis showthatthedrift ratiovalueobtained in each structural model shows the smallest percentage, namely the shear wall structure model 3 of 1.296% and the displacement value obtained in each structural model shows the smallest percentage, namely the shearwallstructure.model3amountedto17,474%.Thenwegettheshearwallstructuremodelthatisthe most rigid, namely the shear walls structure model 3, which is a structural model with the location of the shear wall at the core of the building