철근콘크리트 전단벽 구조시스템의 지진하중의 비교

The purpose of this study is to investigate the earthquake load change of reinforced concrete shear wall building according to the number of piloty story. The earthquake loads are calculated using the equivalent static method, the equivalent static method using natural period by eigenvalue analysis and response spectrum analysis. As results, the earthquake loads varies from 17% to 25% according to the number of piloty story and the differency should be considered in the seismic design of reinforced concrete shear wall building with piloty story.