Isolation technique was not only applied for middle or low buildings

but also recently it was applied to highrise buildings. For highrise buildings

multiorder vibration should be considered for upper structure isolation and bend deformation should be taken into account in gross deformation because of large height to width ratio. On the basis of previous studies

calculation method of equivalent model for regular isolated structure with bendshear deformation characteristic was proposed according to equivalent criteria after the analysis for some model structures. With the proposed model

handwork calculation of earquake response for isolated structure can be simply completed and design efficiency of isolation structure was improved. Based on the case studies

the equivalency of proposed model was approved.